Surface Evidence:
Sand Boil:
Lateral Spread:
Settlement:
Structural Damage:

Boreholes
CPT
Test Pit
Non-Invasive Geophysical
Invasive Geophysical
Other


  • Sites 410
  • Penetration/Geophysical Tests
  • Borehole (Boring, SPT) 982
  • Cone Penetration 767
  • Test Pit 9
  • Vs/Vp (Surface Wave) 46
  • Vs/Vp (Invasive) 164
  • Laboratory Tests
  • Sieve 29693
  • Atterberg Limit 1973
  • Consolidation 31
  • Triaxial (Monotonic) 0
  • Triaxial (Cyclic) 0
  • Others 0

Amagasaki

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.71556 135.40075 Qal Download
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Remarks: Industrial site near Yomoga River. Coordinates inferred from Abe site plan
Associated Files Actions
Amagasaki site plan View Download
strong motion site Download
Amagasaki Report Download
Associated Citations Link
Sato, Y. Ichii, K., Hoshino, Y., Sato, T., Miyata, M, Morita, T., and Iai, S. (1995). Strong-motion earthquake records on the 1995 Hyogo-Ken Nanbu earthquake in Port Areas. Technical note of the Port and Harbour Research Institute, Ministry of Transport, Japan, 907. https://www.pari.go.jp/en/report_search/detail.php?id=199806090711
Abe, A. (2015). Personal email with Greenfield, M. W. and Kramer, S. L. Personal communication
Port and Airport Research Institute (PARI) Network Website https://www.eq.pari.go.jp/kyosin/

Bonds Corner

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
32.6931 -115.3382 Qal, deep, Imperial Valley Download
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Associated Files Actions
Bonds Corner Report Download
Porcella - Atypical accelerograms Download
USGS - Geotechnical Investigations Download
Youd and Wieczorek (1982) - Imperial Valley Liquefaction Download
Associated Citations Link
Youd, T. L., Wieczorek, G. F. (1984). Liquefaction During the 1981 and Previous Earthquakes Near Westmorland, California. US Geological Survey Open-File Report 84-680. https://doi.org/10.3133/ofr84680
Porcella, R. L. (1984). Geotechnical investigations at strong-motion stations in the Imperial Valley, California. USGS, Open-File Report 84-562 https://doi.org/10.3133/ofr84562
Archuleta, R. J., Bonilla, L. F., Lavallee, D. (2000). Nonlinearity in observed and computed accelerograms. Proc. 12th World Conference on Earthquake Engineering, Auckland, New Zealand. https://www.iitk.ac.in/nicee/wcee/article/1934.pdf

Hachirogata

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.85 140.017 Af (Fill) Download
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Remarks: Gingery indicates the geology near the strong motion recorder consists of late Pleistocene to Holocene dune deposits. However, much of the area has been reclaimed for agricultural purposes and the strong motion recorder may be established on fill.
Associated Files Actions
Hachirogata Report Download
Associated Citations Link
Yanagisawa, E. Ishihara, K., Tobita, Y., Nakamura, S. (1984a). On the vibration characteristics of front dike of Hachirogata reclamation in relation to the Nihonkai-Chubu earthquake. Tsuchi-to Kiso (in Japanese), 32(9).: 41-44 (in Japanese).
Yanagisawa, E., Okada, N., Tobita, Y., Nakamura, S. (1984b). Results of liquefaction tests for Hachirogata polder dike. Proc. Of the Symposium of Evaluation of Deformation and Strength Characteristics of Sand Deposits Interpretation and Application of Laboratory Tests and Test Results (in Japanese). Tokyo.
Kostadinov, M. V. and Yamazaki, F. (2001). Detection of soil liquefaction from strong motion records. Earthquake Engineering and Structural Dynamics, 30. https://doi.org/10.1002/1096-9845(200102)30:2%3C173::AID-EQE3%3E3.0.CO;2-7
Kostadinov, M. V and Towhata, I. (2002). Assessment of liquefaction-inducing peak ground velocity and frequency of horizontal ground shaking at onset of phenomenon. Soil Dynamics and Earthquake Engineering, 22. https://doi.org/10.1016/S0267-7261(02)00018-0

Higashi-Kobe Bridge

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.710214 135.293345 Af (Fill) Download
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Remarks: A geologic map of the area (Geological Survey of Japan, 1983) indicates island of Fukae-hamamachi, where the strong motion array is located, is constructed of artificial fill
Associated Files Actions
Higashi-Kobe Bridge Report Download
Associated Citations Link
Geological Survey of Japan (1983). Kobe quadrangle. 1:50,000. https://www.gsj.jp/Map/EN/docs/5man_doc/11/11_049.htm
Ganev, T., Yamazaki, F., Ishizaki, H. and Kitazawa, M. (1998). Response analysis of the Higashi-Kobe Bridge and surrounding soil in the 1995 Hyogoken-Nanbu Earthquake. Earthquake Engng. Struct. Dyn., 27: 557-576. https://doi.org/10.1002/(SICI)1096-9845(199806)27:6%3C557::AID-EQE742%3E3.0.CO;2-Z
Kostadinov, M. V. and Yamazaki, F. (2001). Detection of soil liquefaction from strong motion records. Earthquake Engineering and Structural Dynamics, 30. https://doi.org/10.1002/1096-9845(200102)30:2%3C173::AID-EQE3%3E3.0.CO;2-7

Hanshin Expressway

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.724834 135.301489 Download
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Remarks: Hanshin Expressway (Mylonakis et al. 2006)
Associated Files Actions
Higashi-Kobe Bridge Report Download
Associated Citations Link
Mylonakis, G., Syngros, C., Gazetas, G. and Tazoh, T. (2006). The role of soil in the collapse of 18 piers of Hanshin Expressway in the Kobe earthquake. Earthquake Engng. Struct. Dyn., 35: 547-575. https://doi.org/10.1002/eqe.543

HKD086

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
42.8542 143.8579 Qal Download
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Remarks: The Geological Survey of Japan indicates the surficial geology near site is composed of recent alluvium along the Pacific Coast, and older Quaternary terrace deposits that from the low hills to the north of HKD086. The Quaternary terrace deposits are typically composed of rocks and residual soil from tuffaceous siltstone and sandstone of the Shiranuka Formation.
Associated Files Actions
HKD086 Report Download
HKD086 View Download
Associated Citations Link
Geological Survey of Japan (1983). Kobe quadrangle. 1:50,000. https://www.gsj.jp/Map/EN/docs/5man_doc/11/11_049.htm

Edgecumbe Pipe Breakages

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.968321 176.828248 Well to moderately well draine Download
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Remarks: Coordinates are found by using Google Earth References: Christensen (1995), Zhao et al. (1997)
Associated Files Actions
Site Plan View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Zhao, J. X., Dowrick, D. J., and McVerry, G. H. (1997). Attenuation of Peak Ground Accelerations in New Zealand Earthquakes. Bulletin of the New Zealand National Society for Earthquake Engineering, 30(2), 133-158. https://doi.org/10.5459/bnzsee.30.2.133-158

James Street Loop

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.959488 176.95675 Alluvial Deposit Download
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Remarks: References: Christensen (1995), Zhao et al. (1997). Location estimated from Figure 8.19 of Christensen (1995)
Associated Files Actions
Site Plan View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Zhao, J. X., Dowrick, D. J., and McVerry, G. H. (1997). Attenuation of Peak Ground Accelerations in New Zealand Earthquakes. Bulletin of the New Zealand National Society for Earthquake Engineering, 30(2), 133-158. https://doi.org/10.5459/bnzsee.30.2.133-158

Keir Farm

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-38.025978 176.775452 Alluvial Deposit Download
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Remarks: Coordinates are found by using Google Earth References: Christensen (1995), Zhao et al. (1997)
Associated Files Actions
Site Plan View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Zhao, J. X., Dowrick, D. J., and McVerry, G. H. (1997). Attenuation of Peak Ground Accelerations in New Zealand Earthquakes. Bulletin of the New Zealand National Society for Earthquake Engineering, 30(2), 133-158. https://doi.org/10.5459/bnzsee.30.2.133-158

Landing Road Bridge

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.954254 176.972425 Alluvial Deposit Download
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Remarks: Christensen (1995), Moss (2003)
Associated Files Actions
Site Map (Christensen 1995) View Download
Cross section B-B (Christensen 1995) View Download
Cross section on center-line (Christensen 1995) View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Zhao, J. X., Dowrick, D. J., and McVerry, G. H. (1997). Attenuation of Peak Ground Accelerations in New Zealand Earthquakes. Bulletin of the New Zealand National Society for Earthquake Engineering, 30(2), 133-158. https://doi.org/10.5459/bnzsee.30.2.133-158
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Robinson Farm East

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.8967 176.809988 Alluvial Deposit Download
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Remarks: References: Christensen (1995), Zhao et al. (1997). Location approximated from Figure 9.8 of Christensen (1995)
Associated Files Actions
Robinson Farm East Site Map (Christensen 1995) View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Zhao, J. X., Dowrick, D. J., and McVerry, G. H. (1997). Attenuation of Peak Ground Accelerations in New Zealand Earthquakes. Bulletin of the New Zealand National Society for Earthquake Engineering, 30(2), 133-158. https://doi.org/10.5459/bnzsee.30.2.133-158

Robinson Farm West

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.8942 176.7926 Alluvial Deposit Download
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Remarks: Coordinates are found by using Google Earth. References: Christensen (1995), Zhao et al. (1997)
Associated Files Actions
Robinson Farm West Site Map (Christensen 1995) View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Zhao, J. X., Dowrick, D. J., and McVerry, G. H. (1997). Attenuation of Peak Ground Accelerations in New Zealand Earthquakes. Bulletin of the New Zealand National Society for Earthquake Engineering, 30(2), 133-158. https://doi.org/10.5459/bnzsee.30.2.133-158

Sewage Station

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.949998 176.990954 Alluvial Deposit Download
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Remarks: Coordinates are found by using Google Earth References: Christensen (1995), Zhao et al. (1997)
Associated Files Actions
Sewage Station site map (Christensen 1995) View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Zhao, J. X., Dowrick, D. J., and McVerry, G. H. (1997). Attenuation of Peak Ground Accelerations in New Zealand Earthquakes. Bulletin of the New Zealand National Society for Earthquake Engineering, 30(2), 133-158. https://doi.org/10.5459/bnzsee.30.2.133-158

Whakatane Hospital

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.96392 176.97834 Alluvial Deposit Download
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Remarks: Coordinates are found by using Google Earth References: Christensen (1995), Zhao et al. (1997). Ground improvement was performed prior to the construction of the hospital.
Associated Files Actions
Whakatane Hospital Site Map (Christensen 1995) View Download

Whakatane Pony Club

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.9707 176.9713 Alluvial Deposit Download
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Remarks: References: Christensen (1995), Zhao et al. (1997). Location estimated from Figure 8.26 of Christensen (1995).
Associated Files Actions
Whakatane Pony Club site map (Christensen 1995) View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Zhao, J. X., Dowrick, D. J., and McVerry, G. H. (1997). Attenuation of Peak Ground Accelerations in New Zealand Earthquakes. Bulletin of the New Zealand National Society for Earthquake Engineering, 30(2), 133-158. https://doi.org/10.5459/bnzsee.30.2.133-158

Awaroa Farm

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.97829722 176.8352778 Alluvial Deposit Download
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Remarks: Coordinates are found by using Google Earth References: Christensen (1995), Zhao et al. (1997)
Associated Files Actions
Site Plan View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Zhao, J. X., Dowrick, D. J., and McVerry, G. H. (1997). Attenuation of Peak Ground Accelerations in New Zealand Earthquakes. Bulletin of the New Zealand National Society for Earthquake Engineering, 30(2), 133-158. https://doi.org/10.5459/bnzsee.30.2.133-158
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Alameda Naval Air Station

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.785748 -122.309346 Fill (Af) Download
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Associated Files Actions
Alameda Naval Air Station Report Download
Youd and Carter (2003) Download
Gibbs et al (1992) - Seismic velocity downhole Download
Associated Citations Link
Gibbs, J. F., Fumal, T. E., Boore, D. M., and Joyner, W. B. (1992). Seismic velocities and geologic logs from borehole measurements at seven strong-motion stations that recorded the Loma Prieta earthquakes. USGS Open-File report 92-287. https://pubs.usgs.gov/of/1992/0287/report.pdf
Carlisle, H. and Rollins, K. M. (1994). Ground-response studies at the Alameda Naval Air Station. The Loma Prieta, California, earthquake of October 17, 1989?Strong ground motion. USGS professional paper 1551-A. https://pubs.usgs.gov/pp/pp1551/pp1551a/pp1551a.pdf
Youd, T. L. and Carter, B. (2003). Influence of soil softening and liquefaction on response spectra for bridge design, Final Report, Utah Department of Transportation, UT-03.07. https://drive.google.com/file/d/1toRfwEuUR-mmkAGhGR2axtjBXx3ygUlQ/view

Aomori

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.829463 140.749176 Fill (Af) Download
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Associated Files Actions
Aomori Report Download
aomori-s View Download
Associated Citations Link
Yasuda, S., Tohno, I. (1988). Sites of reliquefaction caused by the 1983 Nihonkai-Chubu earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 28(2):61-72. https://doi.org/10.3208/sandf1972.28.2_61
Iai, S., Tsuchida, H., Koizumi, K. (1989). A liquefaction criterion based on field performances around seismograph stations. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 29(2):52-68. https://doi.org/10.3208/sandf1972.29.2_52
Kostadinov, M. V. and Yamazaki, F. (2001). Detection of soil liquefaction from strong motion records. Earthquake Engineering and Structural Dynamics, 30. https://doi.org/10.1002/1096-9845(200102)30:2%3C173::AID-EQE3%3E3.0.CO;2-7

Aomori Port

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.840916 140.72134 Af Download
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Associated Files Actions
Aomori Report Download
Associated Citations Link
Yasuda, S., Tohno, I. (1988). Sites of reliquefaction caused by the 1983 Nihonkai-Chubu earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 28(2):61-72. https://doi.org/10.3208/sandf1972.28.2_61
Iai, S., Tsuchida, H., Koizumi, K. (1989). A liquefaction criterion based on field performances around seismograph stations. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 29(2):52-68. https://doi.org/10.3208/sandf1972.29.2_52

Aomori Railway Station

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.828947 140.734833 Af Download
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Associated Files Actions
Aomori Report Download
Associated Citations Link
Yasuda, S., Tohno, I. (1988). Sites of reliquefaction caused by the 1983 Nihonkai-Chubu earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 28(2):61-72. https://doi.org/10.3208/sandf1972.28.2_61

Kawagishi-cho

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.910429 139.027858 Af Download
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Associated Files Actions
Kawagishi-cho Report Download
Ishihara and Koga - Figure 2 View Download
Ishihara and Koga - Table 1 View Download
Ishihara and Koga - Table 2 View Download
Associated Citations Link
Ishihara, K. (1974). Liquefaction of subsurface soils during earthquakes. Department of Civil Engineering, University of Tokyo.
Ishihara, K., Koga, Y. (1981). Case studies of liquefaction in the 1964 Niigata earthquake. Japanese Society of Soil Mechanics and Foundation Engineering, 21(3):35-52 https://doi.org/10.3208/sandf1972.21.3_35

Kobe JI-S

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.69 135.206 Af (Fill) Download
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Associated Files Actions
Kobe JI-S report Download
kobejis View Download
Associated Citations Link
Inagaki, H., Iai, S., Sugano, T., Yamazaki, H., Inatomi, T. (1996). Performance of caisson type quay walls at Kobe Port. Soils and Foundations, Special issue, January 1996. https://doi.org/10.3208/sandf.36.Special_119
Kostadinov, M. V. and Yamazaki, F. (2001). Detection of soil liquefaction from strong motion records. Earthquake Engineering and Structural Dynamics, 30. https://doi.org/10.1002/1096-9845(200102)30:2%3C173::AID-EQE3%3E3.0.CO;2-7
Port and Airport Research Institute (PARI) Network Website https://www.eq.pari.go.jp/kyosin/

Kushiro Port

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
42.999 144.355 Af (Fill) Download
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Remarks: A map provided by the Geological Survey of Japan indicates the site is constructed on manmade fill.
Associated Files Actions
Kushiro Port Report Download
B-2 cyclic triaxial View Download
B-4 and 5 cyclic triaxial View Download
kushirou View Download
Kushiro Site Locations (Iai et al 1994) View Download
Kushiro Seismo Station_Site Locations (Iai et al 1995) View Download
Associated Citations Link
Iai, S., Morita, T., Kameoka, T., Matsunaga, Y., and Abiko, K. (1995). Response of a dense sand deposit during 1993 Kushiro-Oki earthquake. Soils and Foundations, 35(1), 115-131. https://doi.org/10.3208/sandf1972.35.115
Sasatani, T. (1996). Site effects in Kushiro during the 1993 Kushiro-Oki and the 1994 Hokkaido Toho-Oki earthquakes. Eleventh World Conference on Earthquake Engineering. https://www.iitk.ac.in/nicee/wcee/article/11_2029.PDF
Kayen, R. (2008). Recent damaging earthquakes in Japan, 2003-2008. International Conference on Case Histories in Geotechnical Engineering, 21. https://scholarsmine.mst.edu/icchge/6icchge/session03/21
Port and Airport Research Institute (PARI) Network Website https://www.eq.pari.go.jp/kyosin/
Iai, S., Matsunaga, Y., Morita, T., Miyata, M., Sakurai, H., Oishi, H., Ogura, H., Ando, Y., Tanaka, Y., and Kato, M. (1994). Effects of remedial measures against liquefaction at 1993 Kushiro-Oki earthquake. Proc., Fifth U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction, NCEER-94-0026, November, 135-152. https://www.eng.buffalo.edu/mceer-reports/94/94-0026.pdf

NIG018

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.3724 138.5579 Qd Download
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Remarks: Kayen et al. indicate the surficial geology at the location of NIG018 is composed of dunes of the U River that run parallel to the coast.
Associated Files Actions
NIG018 Report Download
NIG018 View Download
Associated Citations Link
Kayen, R., Collins, B., Abrahamson, N., Ashford, S., Brandenberg, S. J., Cluff, L., Dickenson, S., Johnson, L., Yanaka, Y., Tokimatsu, K., Kabeyasawa, T., Kawamata, Y., Koumoto, H., Marubashi, N., Pujol, S., Steele, C., Sun., J. I., Tsai, B., Yanev, P., Yashinsky, M., Yousok, K. (2007). Investigation of the M6.6 Niigata-Chuetsu Oki, Japan, earthquake of July 16, 2007. Open File Report 2007-1365. U.S. Geological Survey. https://pubs.usgs.gov/of/2007/1365/of2007-1365.pdf
Kayen, R., Brandenberg, S. J., Collins, B. D., Dickenson, S., Ashford, S., Kawamata, Y., Tanaka, Y., Koumoto, H., Abrahamson, N., Cluff, L., Tokimatsu, K. (2009). Geotechnical and seismological aspects of the Niigata-Ken ChuetsuOki earthquake of 16 July 2007. Earthquake Spectra, 25(4), 777-802. https://doi.org/10.1193/1.3240397
National Research Institute for Earth Science and Disaster Prevention (NIED) Network Website https://www.bosai.go.jp/e/index.html

Onahama Port

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.945 140.912 Qal Download
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Remarks: Recent (Holocene) alluvium
Associated Files Actions
Onahama Port Report Download
onahamag View Download
Associated Citations Link
Iai, S., Tsuchida, H., Koizumi, K. (1989). A liquefaction criterion based on field performances around seismograph stations. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 29(2):52-68. https://doi.org/10.3208/sandf1972.29.2_52
Yamazaki, H. and Gotoh, Y. (2011). Study on liquefaction of soil subject to seismic motion in the 2011 off the Pacific Coast of Tohoku earthquake. No. 1242. Port and Airport Research Institute, Japan. https://www.pari.go.jp/search-pdf/no1242.pdf
Port and Airport Research Institute (PARI) Network Website https://www.eq.pari.go.jp/kyosin/

Port Island

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.673385 135.205767 Af (Fill) Download
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Remarks: The area has been extensively developed for the port and the Kobe Port Office is established on a manmade wharf called Shinko Pier that is surrounded by water on three sides.
Associated Files Actions
Port Island Report Download
Frozen sample csr View Download
Associated Citations Link
Cubrinovski, M., Ishihara, K., and Tanizawa, F. (1996). Numerical simulation of the Kobe Port Island liquefaction. Proc. 11th World Conference on Earthquake Engineering. Paper 330. https://www.iitk.ac.in/nicee/wcee/article/11_330.PDF
Elgamal, A.-W., Zeghal, M., and Parra, E. (1996). Liquefaction of reclaimed island in Kobe, Japan. Journal of Geotechnical Engineering, 122(1). https://doi.org/10.1061/(ASCE)0733-9410(1996)122:1(39)
Inagaki, H., Iai, S., Sugano, T., Yamazaki, H., Inatomi, T. (1996). Performance of caisson type quay walls at Kobe Port. Soils and Foundations, Special issue, January 1996. https://doi.org/10.3208/sandf.36.Special_119
Ishihara, K. Yasuda, S., and Nagase, H. (1996). Soil characteristics and ground damage. Soils and Foundations. Special Issue. https://doi.org/10.3208/sandf.36.Special_109
Shibata, T., Oka, F., Ozawa, Y. (1996). Characteristics of Ground Deformation Due to Liquefaction. Special Issue of Soils and Foundations on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake, January 1996, pp. 65-79. https://doi.org/10.3208/sandf.36.Special_65
Baise, L.G., Glaser, S.D., and Sugano, T. (2001). Consistency of dynamic site response at Port Island. Earthquake Engineering and Structural Dynamics 30, 803-818. https://doi.org/10.1002/eqe.38

Sakaiminato

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.545 133.248 Af Download
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Associated Files Actions
Sakaiminato Report Download
sakaiminato View Download
Associated Citations Link
Osamu, M. (2000). Report on the Western Tottori Prefecture earthquake of October 6, 2000. Research Center for Disaster Risk Management, National Institute for Land and Infrastructure Management, Japan. https://www.pwri.go.jp/eng/ujnr/joint/33/paper/11matsuo.pdf
Port and Airport Research Institute (PARI) Network Website https://www.eq.pari.go.jp/kyosin/

Treasure Island

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.825137 -122.374141 Af Download
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Remarks: A rockfill dike was constructed around the around perimeter of the island, and then hydraulic and clamshell dredge fill sand was filled over the shoals in the interior of the island. The fill was placed without any compaction effort and is over 13 m-thick near the center of the island.
Associated Files Actions
Treasure Island Report Download
Gibbs et al (1992) - Seismic velocity downhole Download
Rollins et al (1994) - Ground response at TI Download
Youd and Carter (2003) - Treasure Island Download
Associated Citations Link
Gibbs, J. F., Fumal, T. E., Boore, D. M., and Joyner, W. B. (1992). Seismic velocities and geologic logs from borehole measurements at seven strong-motion stations that recorded the Loma Prieta earthquakes. USGS Open-File report 92-287. https://pubs.usgs.gov/of/1992/0287/report.pdf
Pass, D. G. (1994). Soil characterization of the deep accelerometer site at Treasure Island, San Francisco, California. University of New Hampshire MS Thesis
Rollins, K.M., Mchood, M.D., Hryciw, R.D., Homolka, M., Shewbridge, S.E. (1994). Ground response on Treasure Island From The Loma Prieta, California, Earthquake of October 17, 1989-Strong Ground Motion, U.S.Geological Survey Professional Paper 1551-A, p. 109-121. https://pubs.usgs.gov/pp/pp1551/pp1551a/pp1551a.pdf
Cetin, K. O., Seed, R. B., Moss, R. E. S., Der Kiureghian, A. K., Tokimatsu, K., Harder, L. F., and Kayen, R. E. (2000). Field Performance Case Histories for SPT-Based Evaluation of Soil Liquefaction Triggering Hazard, Geotechnical Engineering Research Report No. UCB/GT-2000/09, Geotechnical Engineering, Department of Civil Engineering, University of California at Berkeley. https://nisee.berkeley.edu/elibrary/Text/200802251
Youd, T. L. and Carter, B. (2003). Influence of soil softening and liquefaction on response spectra for bridge design, Final Report, Utah Department of Transportation, UT-03.07. https://drive.google.com/file/d/1toRfwEuUR-mmkAGhGR2axtjBXx3ygUlQ/view
Idriss, I. M. and Boulanger, R. W. (2010). SPT-based liquefaction triggering procedures. Report No. UCD/CGM-10/02. Department of Civil and Environmental Engineering, University of California, Davis. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Idriss_Boulanger_SPT_Liquefaction_CGM-10-02.pdf

Wildlife Array

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
33.0976 -115.5306 Holocene floodplain Download
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Associated Files Actions
Wildlife Liquefaction Array Report Download
Bennett (1984) - Imperial valley liquefaction data Download
Cox - Triaxial test results View Download
Holzer (1989) - Superstition Hills Observations View Download
Youd and Carter (2003) - Wildlife Download
Associated Citations Link
Bennett, M. J., McLaughlin, P. V., Sarmiento, J. S., and Youd, T. L. (1984). Geotechnical Investigation of Liquefaction Sites, Imperial Valley, California. US Geological Survey Open File Report 84-252. https://doi.org/10.3133/ofr84252
Bierschwale, J. G. (1984). Analytical evaluation of liquefaction potential of sands subjected to the 1981 Westmorland earthquake, University of Texas, Civil Engineering Department Geotechnical Engineering Report GR-84-15 , 231 pp.
Holzer, T. L., T. L. Youd, and T. C. Hanks (1989b). Dynamics of liquefaction during the 1987 Superstition Hills, California, earthquake, Science 244, 56?59. https://doi.org/10.1126/science.244.4900.56
Cox, B. R. (2006). Development of direct test method for dynamically assessing the liquefaction resistance of soils in situ. Ph.D. thesis, Univ. of Texas at Austin, Austin, TX. http://hdl.handle.net/2152/2509
Holzer, T. L. and Youd, T. L. (2007). Liquefaction, ground oscillation, and soil deformation at the Wildlife Array, California. Bulletin of the Seismological Society of America, 97(3). https://doi.org/10.1785/0120060156
El-Sekelly W., Dobry R., Abdoun T., Steidl J.H. (2017). Two case histories demonstrating the effect of past earthquakes on liquefaction resistance of silty sand. J. Geotech. Geoenviron. Eng., 143(6): 04017009. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001654

Charters St (KAS-11)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.38819 172.66213 Download
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Remarks: Side lawn of house near the intersection of Charters St. and Courteney Dr. in a residential neighborhood in South Kaiapoi.
Associated Files Actions
Ground photo of CPT-KAS-11 taken on 8/4/2011 while surface wave profiling of the site was being performed. View Download
Associated Citations Link
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Chimera Cresc (SNB-01)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.49636 172.70281 Download
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Remarks: Residential neighborhood in eastern suburb of North New Brighton (even though the CPT designation is South New Brighton, SNB) along Chimera Cres. The ANZAC Drive Reserve (swampy area) runs North-South about 40 m to west of the site.
Associated Files Actions
Ground photo of CPT-SNB-01 taken on 8/5/2011 while surface wave profiling of the site was being performed View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Feldwick Dr (KAN-23)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.38115 172.6736 Download
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Remarks: End of Feldwick Dr. at the eastern edge of the subdivision (fields immediately to the east) in North Kaiapoi.
Associated Files Actions
Ground photo of CPT-KAN-23 taken 8/3/2011 while surface wave profiling of the site was being performed View Download
Associated Citations Link
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Fuller St (KAS-20)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.37939 172.64842 Download
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Remarks: North side of Fuller St. btwn Wesley and Otaki Streets. Northern edge of residential area; railroad tracks and grassy park area immediately to the north; Kaiapoi River is ~150 m to the north.
Associated Files Actions
Ground photo of CPT-KAS-20 taken on 8/4/2011 while surface wave profiling of the site was being performed. View Download
Associated Citations Link
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Marshland Rd (RCH-14)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.5033 172.66232 Download
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Remarks: On the west side of Marshland Rd (major road) just south of the intersection of Marshland Rd and Hammersley Ave in the Northeast suburb or Richland.
Associated Files Actions
Ground photo: CPT-RCH-14 taken 8/3/2011 while surface wave profiling of the site was being performed. View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

San Carlo, via Risorgimento

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
44.8036 11.40881 Download
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Associated Citations Link
EMERGEO Working Group (2012). A photographic dataset of the coseismic geological effects induced on the environment by the 2012 Emilia (northern Italy) earthquake sequence. Miscellanea INGV, 2012, 16.
Facciorusso, J., Claudia, M., Giovanni, V. (2015). CPT-Based Liquefaction Case History from the 2012 Emilia Earthquake in Italy, J. Geotech. Geoenviron. Eng., 141(12). https://doi.org/10.1061/(ASCE)GT.1943-5606.0001349
Regione Emilia Romagna (2021). Portale MinERva, D.G. Cura del Territorio e dell'Ambiente. Available at: https://datacatalog.regione.emilia-romagna.it/catalogCTA/. https://datacatalog.regione.emilia-romagna.it/catalogCTA/

Gainsborough

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.56368 172.60192 Alluvium Download
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Remarks: Silty soils. Original reference "Site 2" (Silty Soils Project). From Beyzaei et al. (2018), DOI: 10.1016/j.soildyn.2018.01.035
Associated Files Actions
Site Investigation Layout View Download
Associated Citations Link
Bradley, B. A. and Hughes, M. (2012a). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831749
Bradley, B. A. and Hughes, M. (2012b). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment - Part 2. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831755
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Beyzaei, C. Z., Bray, J. D., van Ballegooy, S., Cubrinovski, M., & Bastin, S. (2018). Depositional environment effects on observed liquefaction performance in silt swamps during the Canterbury earthquake sequence. Soil Dynamics and Earthquake Engineering, 107, 303-321. https://doi.org/10.1016/j.soildyn.2018.01.035

Barrington

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.554 172.61773 Alluvium Download
✓
Remarks: Silty soils. Original reference "Site 14" (Silty Soils Project). From Beyzaei et al. (2018), DOI: 10.1016/j.soildyn.2018.01.035
Associated Files Actions
Site Investigation Layout View Download
Associated Citations Link
Bradley, B. A. and Hughes, M. (2012a). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831749
Bradley, B. A. and Hughes, M. (2012b). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment - Part 2. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831755
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Beyzaei, C. Z., Bray, J. D., van Ballegooy, S., Cubrinovski, M., & Bastin, S. (2018). Depositional environment effects on observed liquefaction performance in silt swamps during the Canterbury earthquake sequence. Soil Dynamics and Earthquake Engineering, 107, 303-321. https://doi.org/10.1016/j.soildyn.2018.01.035

Caulfield

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.57971 172.54881 Alluvium Download
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Remarks: Silty soils. Original reference "Site 21" (Silty Soils Project). From Beyzaei et al. (2018), DOI: 10.1016/j.soildyn.2018.01.035
Associated Files Actions
Site Investigation Layout View Download
Associated Citations Link
Bradley, B. A. and Hughes, M. (2012a). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831749
Bradley, B. A. and Hughes, M. (2012b). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment - Part 2. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831755
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Beyzaei, C. Z., Bray, J. D., van Ballegooy, S., Cubrinovski, M., & Bastin, S. (2018). Depositional environment effects on observed liquefaction performance in silt swamps during the Canterbury earthquake sequence. Soil Dynamics and Earthquake Engineering, 107, 303-321. https://doi.org/10.1016/j.soildyn.2018.01.035

Riccarton

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.5298 172.60366 Alluvium Download
✓
Remarks: Silty soils. Original reference "Site 23" (Silty Soils Project). From Beyzaei et al. (2018), DOI: 10.1016/j.soildyn.2018.01.035
Associated Files Actions
Site Investigation Layout View Download
Associated Citations Link
Bradley, B. A. and Hughes, M. (2012a). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831749
Bradley, B. A. and Hughes, M. (2012b). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment - Part 2. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831755
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Beyzaei, C. Z., Bray, J. D., van Ballegooy, S., Cubrinovski, M., & Bastin, S. (2018). Depositional environment effects on observed liquefaction performance in silt swamps during the Canterbury earthquake sequence. Soil Dynamics and Earthquake Engineering, 107, 303-321. https://doi.org/10.1016/j.soildyn.2018.01.035

Cashmere

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.57286 172.60804 Alluvium Download
✓
Remarks: Silty soils. Original reference "Site 33" (Silty Soils Project). From Beyzaei et al. (2018), DOI: 10.1016/j.soildyn.2018.01.035
Associated Files Actions
Site Investigation Layout View Download
Associated Citations Link
Bradley, B. A. and Hughes, M. (2012a). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831749
Bradley, B. A. and Hughes, M. (2012b). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment - Part 2. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831755
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Beyzaei, C. Z., Bray, J. D., van Ballegooy, S., Cubrinovski, M., & Bastin, S. (2018). Depositional environment effects on observed liquefaction performance in silt swamps during the Canterbury earthquake sequence. Soil Dynamics and Earthquake Engineering, 107, 303-321. https://doi.org/10.1016/j.soildyn.2018.01.035

Urayasu Sea Front

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.638 139.934 Fill Download
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Remarks: From Stewart et al. (2016). DOI: 10.1016/j.soildyn.2016.07.009
Associated Citations Link
Stewart, JP, SL Kramer, DY Kwak, MW Greenfield, RE Kayen, K Tokimatsu, JD Bray, CZ Beyzaei, M Cubrinovski, T Sekiguchi, S Nakai, Y Bozorgnia (2016). PEER-NGL project: Open source global database and model development for the next-generation of liquefaction assessment procedures, Soil Dynamics and Earthquake Engineering, 91, 317-328. https://doi.org/10.1016/j.soildyn.2016.07.009

Kozuka

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.4489 141.3099 Download
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Remarks: Instrumented levee site. Cross section from Kataoka et al. (2019), DOI: 10.21222/C2TC95 (original version) and Zimmaro et al. (2020) DOI: 10.1177/8755293019891712
Associated Files Actions
Original levee cross section (Kataoka et al., 2019) DOI: 10.21222/C2TC95 View Download
Re-interpreted levee cross section (Zimmaro et al., 2020) DOI: 10.1177/8755293019891712 View Download
Associated Citations Link
Kataoka S., Mikami A., Zimmaro P., Kwak D.Y., Tsai Y.T., Brandenberg S.J., Stewart J.P. (2019). A database of seismic records at instrumented levee sites in Japan. Earthquake Disaster Management Division, National Institute for Land and Infrastructure Management. DOI: 10.21222/C2TC95. http://www.nilim.go.jp/lab/rdg/db/db01.htm
Zimmaro P., Kwak D.Y., Tsai Y.T., Stewart J.P., Brandenberg S.J., Mikami A., Kataoka S. (2019). Database on seismic response of flood control levees. Earthquake Spectra, 36, 924-938. https://doi.org/10.1177%2F8755293019891712

Site E (Showa Bridge, Left Bank)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.91378 139.04203 Alluvial Deposit Download
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Remarks: Coordinates estimated from maps given by Farrar (1990) and Hamada (1992)
Associated Files Actions
Test site locations (Farrar 1990) View Download
Arrangement of Field Tests (Farrar 1990) View Download
Cross section (Hamada 1992) View Download
Associated Citations Link
Hamada, M. (1992) "Large ground deformations and their effects on lifelines: 1964 Niigata earthquake." Ch 3 from Case Studies of Liquefaction and Lifeline Performance During Past Earthquakes, Volume 1, Technical Report NCEER-92-0001. https://www.eng.buffalo.edu/mceer-reports/92/92-0001.pdf
Farrar, J.A. (1990). Study of in situ testing for evaluation of liquefaction resistance. U.S. Bureau of Reclamation Report No. R-90-06
Iwasaki, T. (1986). Soil Liquefaction Studies in Japan: State-of-the-art. Soil Dynamics and Earthquake Engineering, 5(1): 1-68. https://doi.org/10.1016/0267-7261(86)90024-2

Site F (Showa Bridge, Right Bank)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.91038 139.04288 Alluvial Deposit Download
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Remarks: Coordinates estimated from Fig 3 of Ishihara and Koga (1981) and Fig 3 of Farrar (1990)
Associated Files Actions
Location of south bank test (Ishihara and Koga 1981) View Download
Location of Site F (Farrar 1990) View Download
Arrangement of field investigations (Farrar 1990) View Download
Arrangement of in situ tests (Ishihara and Koga 1981) View Download
CSR vs N from cyclic triaxial tests (Ishihara and Koga 1981) View Download
Index properties and CTRX results, large diameter samples (Ishihara and Koga 1981) View Download
Index properties and CTRX results, Osterberg samples (Ishihara and Koga 1981) View Download
Associated Citations Link
Ishihara, K., Koga, Y. (1981). Case studies of liquefaction in the 1964 Niigata earthquake. Japanese Society of Soil Mechanics and Foundation Engineering, 21(3):35-52 https://doi.org/10.3208/sandf1972.21.3_35
Farrar, J.A. (1990). Study of in situ testing for evaluation of liquefaction resistance. U.S. Bureau of Reclamation Report No. R-90-06

17th Middle School

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.66581 122.243478 Alluvial Deposit Download
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Remarks: Location estimated from Fig 1 of Arulanandan et al. (1986). References: Earth Tech (1985); Arulanandan et al. (1986)
Associated Files Actions
Vicinity Map (Arulanandan et al 1986) View Download
Associated Citations Link
Arulanandan, K., Yogachandran, C., Meegoda, N. J., Ying, L., and Zhauji, S. (1986). Comparison of the SPT, CPT, SV and Electrical Methods of Evaluating Earthquake Induced Liquefaction Susceptibility in Ying Kou City During the Haicheng Earthquake. Use of In Situ Tests in Geotechnical Engineering, Geotechnical Special Publication No. 6, 389-415. https://cedb.asce.org/CEDBsearch/record.jsp?dockey=0048831
Earth Technology Corporation (1985). In Situ Testing II, Peoples Republic of China. Report 84-141-13, National Science Foundation.

Chemical Fiber Plant

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.69714 122.277948 Alluvial Deposit Download
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Remarks: Coordinates estimated from Fig 1 of Arulanandan et al. (1986). References: Earth Tech (1985); Arulanandan et al. (1986)
Associated Files Actions
Vicinity map (Arulanandan et al 1986) View Download
Associated Citations Link
Earth Technology Corporation (1985). In Situ Testing II, Peoples Republic of China. Report 84-141-13, National Science Foundation.
Arulanandan, K., Yogachandran, C., Meegoda, N. J., Ying, L., and Zhauji, S. (1986). Comparison of the SPT, CPT, SV and Electrical Methods of Evaluating Earthquake Induced Liquefaction Susceptibility in Ying Kou City During the Haicheng Earthquake. Use of In Situ Tests in Geotechnical Engineering, Geotechnical Special Publication No. 6, 389-415. https://cedb.asce.org/CEDBsearch/record.jsp?dockey=0048831

Construction Committee Building

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.678968 122.239322 Alluvial Deposit Download
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Remarks: Coordinates estimated from Fig 1 of Arulananden et al. (1986). References: Earth Tech (1985); Arulanandan et al. (1986)
Associated Files Actions
Vicinity map (Arulanandan et al. 1986) View Download
Associated Citations Link
Earth Technology Corporation (1985). In Situ Testing II, Peoples Republic of China. Report 84-141-13, National Science Foundation.
Arulanandan, K., Yogachandran, C., Meegoda, N. J., Ying, L., and Zhauji, S. (1986). Comparison of the SPT, CPT, SV and Electrical Methods of Evaluating Earthquake Induced Liquefaction Susceptibility in Ying Kou City During the Haicheng Earthquake. Use of In Situ Tests in Geotechnical Engineering, Geotechnical Special Publication No. 6, 389-415. https://cedb.asce.org/CEDBsearch/record.jsp?dockey=0048831

Ying Kou Paper Mill

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.722488 122.251869 Alluvial Deposit Download
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Remarks: Institute of Engineering Mechanics, Chinese Academy of Science (1979). "Damage by the Haicheng Earthquake", Seismology Press (in Chinese); Shengcong and Tatsuoka (1983, 1984); Earth Tech (1985); Arulanandan et al. (1986). Geographic coordinates estimated from Fig 1 of Arulanandan et al. (1986).
Associated Files Actions
Vicinity Map (Arulanandan et al. 1986) View Download
Associated Citations Link
Institute of Engineering Mechanics, Chinese Academy of Sciences (1979). “Damage by the Haicheng Earthquake", Seismology Press (in Chinese)
Shengcong, F. and Tatsuoka, F. (1983). "Soil Liquefaction during Haicheng and Tangshan Earthquakes in China." Report of Japan-China Cooperative Research on Engineering Lessons from Recent Chinese Earthquakes Including the 1976 Tangshan Earthquake (Part 1). C. Tamura, T. Katayama, and F. Tatsuoka (eds). pp. 129-286. https://nisee.berkeley.edu/elibrary/Text/S39223
Earth Technology Corporation (1985). In Situ Testing II, Peoples Republic of China. Report 84-141-13, National Science Foundation.
Arulanandan, K., Yogachandran, C., Meegoda, N. J., Ying, L., and Zhauji, S. (1986). Comparison of the SPT, CPT, SV and Electrical Methods of Evaluating Earthquake Induced Liquefaction Susceptibility in Ying Kou City During the Haicheng Earthquake. Use of In Situ Tests in Geotechnical Engineering, Geotechnical Special Publication No. 6, 389-415. https://cedb.asce.org/CEDBsearch/record.jsp?dockey=0048831
Shengcong, F., Tatsuoka, F. (1984). Soil liquefaction during Haicheng and Tangshan earthquake in China; a review. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 24(4):11-29. https://doi.org/10.3208/sandf1972.24.4_11

Clarence

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.5305 172.6016 Alluvium Download
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Remarks: Silty soils, Original reference "Site 37" (Silty Soils Project). From Beyzaei et al. (2018), DOI: 10.1016/j.soildyn.2018.01.035
Associated Files Actions
Site Investigation Layout View Download
Associated Citations Link
Bradley, B. A. and Hughes, M. (2012a). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831749
Bradley, B. A. and Hughes, M. (2012b). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment - Part 2. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831755
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Beyzaei, C. Z., Bray, J. D., van Ballegooy, S., Cubrinovski, M., & Bastin, S. (2018). Depositional environment effects on observed liquefaction performance in silt swamps during the Canterbury earthquake sequence. Soil Dynamics and Earthquake Engineering, 107, 303-321. https://doi.org/10.1016/j.soildyn.2018.01.035

EQC-3_Avondale

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.509 172.6836 Alluvium Download
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Remarks: Sand site, Original reference "EQC-3" (Silty Soils Project and Ground Improvement Trials). From Beyzaei et al. (2018), DOI: 10.1016/j.soildyn.2018.01.035
Associated Files Actions
Site Investigation Layout View Download
Associated Citations Link
Bradley, B. A. and Hughes, M. (2012a). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831749
Bradley, B. A. and Hughes, M. (2012b). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment - Part 2. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831755
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Beyzaei, C. Z., Bray, J. D., van Ballegooy, S., Cubrinovski, M., & Bastin, S. (2018). Depositional environment effects on observed liquefaction performance in silt swamps during the Canterbury earthquake sequence. Soil Dynamics and Earthquake Engineering, 107, 303-321. https://doi.org/10.1016/j.soildyn.2018.01.035

EQC-4_Avondale

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.5014 172.6857 Alluvium Download
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Remarks: Sand site, Original reference "EQC-4" (Silty Soils Project and Ground Improvement Trials). From Beyzaei et al. (2018), DOI: 10.1016/j.soildyn.2018.01.035
Associated Files Actions
Site Investigation Layout View Download
Associated Citations Link
Bradley, B. A. and Hughes, M. (2012a). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831749
Bradley, B. A. and Hughes, M. (2012b). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment - Part 2. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831755
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Beyzaei, C. Z., Bray, J. D., van Ballegooy, S., Cubrinovski, M., & Bastin, S. (2018). Depositional environment effects on observed liquefaction performance in silt swamps during the Canterbury earthquake sequence. Soil Dynamics and Earthquake Engineering, 107, 303-321. https://doi.org/10.1016/j.soildyn.2018.01.035

EQC-6_Bexley

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.5102 172.7215 Alluvium Download
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Remarks: Sand site, Original reference "EQC-6" (Silty Soils Project and Ground Improvement Trials). From Beyzaei et al. (2018), DOI: 10.1016/j.soildyn.2018.01.035
Associated Files Actions
Site Investigation Layout View Download
Associated Citations Link
Bradley, B. A. and Hughes, M. (2012a). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831749
Bradley, B. A. and Hughes, M. (2012b). Conditional Peak Ground Accelerations in the Canterbury Earthquakes for Conventional Liquefaction Assessment - Part 2. Technical Report Prepared for the Ministry of Business, Innovation and Employment. https://www.researchgate.net/publication/272831755
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Beyzaei, C. Z., Bray, J. D., van Ballegooy, S., Cubrinovski, M., & Bastin, S. (2018). Depositional environment effects on observed liquefaction performance in silt swamps during the Canterbury earthquake sequence. Soil Dynamics and Earthquake Engineering, 107, 303-321. https://doi.org/10.1016/j.soildyn.2018.01.035

McKim Ranch

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
32.868815 -115.45636 The Imperial Valley lies in the southern part of the Salton Basin, which was formed by northward extension of the crustal rifting that opened the Gulf of California. The basin is underlain by as much as 20,000 ft of Tertiary and Quaternary marine, continental, and lacustrine sediment. Holocene sediment is as thick as 330 ft. The principal rivers are the Alamo and New Rivers along which many sand boils were developed on fluvial deposits. Located between the Alamo River and the Redwood Canal. A: very fine sand (fining upwards)-loose sand that filled the relic channel. B: stiff silty clay Download
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Remarks: Site information from Bennett et al. (1984), Cetin et al (2018) "https://doi.org/10.1016/j.soildyn.2018.09.012" & "http://dx.doi.org/10.1016/j.dib.2018.08.043". Location provided only for plotting purposes. It may be wrong.
Associated Files Actions
McKim Vicinity Map (Bennett et al. 1984) View Download
McKim Site Map (Bennett et al. 1984) View Download
McKim Cross Section, A-A' (Bennett et al. 1984) View Download
Notation for Soil Data Tables (Bennett et al. 1984) Download
Tables with CPT data, Appendix B (Bennett et al. 1984) Download
Associated Citations Link
Bennett, M. J., McLaughlin, P. V., Sarmiento, J. S., and Youd, T. L. (1984). Geotechnical Investigation of Liquefaction Sites, Imperial Valley, California. US Geological Survey Open File Report 84-252. https://doi.org/10.3133/ofr84252
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Alameda Bay Farm Island

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.73867 -122.25556 Most of the western part of Bay Farm Island consists of sandy hydraulic fill, underlain by bay mud and deeper stiffer soil. Site was improved by vibraflotation. Complex stratigraphy of thin (<1m thick) interbeds of sand and finer material A layer of noncohesive sand and silty sand at 2-3 m. Below this layer to 6.5 m is a set of interlayered deposits. Measurements performed after the earthquake. Download
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Remarks: Site information from Mitchell et al. (1994), Kayen et al. (1998), Cetin et al (2018) "https://doi.org/10.1016/j.soildyn.2018.09.012" & "http://dx.doi.org/10.1016/j.dib.2018.08.043". Location estimated from Fig. 18 of Kayen et al. (1998).
Associated Files Actions
Alameda Bay Farm location of tests (Kayen et al. 1998) View Download
Associated Citations Link
Mitchell, J. K., Lodge, A. L., Coutinho, R. Q., Kayen, R. E., Seed, R. B., Nishio, S., and Stokoe, K. H., II (1994). Insitu test results from four Loma Prieta earthquake liquefaction sites: SPT, CPT, DMT and shear wave velocity. Earthquake Engineering Research Center, University of California at Berkeley, Report No. UCB/EERC-94/04. https://nisee.berkeley.edu/elibrary/Text/238854
Kayen, R. E., Mitchell, J. K., Seed, R. B., and Nishio, S. (1998). Soil Liquefaction in the East Bay During the Earthquake. Professional Paper 1551-B, U.S. Department of Interior, U.S. Geological Survey, p. 61-86. https://pubs.usgs.gov/pp/pp1551/pp1551b/pp1551b.pdf
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Amatitlan

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
14.48282 -90.56693 The sites are located on deltaic deposit near the mouth of a small river, Rio Villalobos at the settlement of La Playa on the north-east shore of Lake Amatitlan. The general area behind the shoreline is quite flat with the ground sloping gently up about 2 degs away from the lake. Two test pits were dug to a depth of ~ 5' on the level ground 40' from the beach. These showed the upper 4' of soil to be pumice sand underlain by a thin layer of dense fibrous peats and organic silt. Two field density test in the pumice sand showed that it had wet and dry densities ranging from 55.5-61.5 and 35.5-39.4 pcf respectively. Light-weight pumice sand at all boring locations was located above water table and was not itself the layer of liquefaction. However, north terminus of the fault is only 40 kms away from the lake. Download
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Remarks: Site information from Seed et al. (1979),Cetin et al (2018). Location approximated from Fig. 9 of Seed et al. (1979)
Associated Files Actions
Amatitlan location of tests, test pits, and liquefaction zones (Seed et al. 1979) View Download
Grain size distribution curves for samples from 30-45 ft in Borings No. 3 and No. 4 (Seed et al. 1979) View Download
Results of cyclic triaxial compression tests performed on samples from 30-45 ft in Borings No. 3 and No. 4 (Seed et al. 1979) View Download
Associated Citations Link
Seed, H.B., Arango, I., Chan, C.K., Gomez-Masso, A., Ascoli, R.G. (1979). Earthquake-induced liquefaction near lake amatitlan, Guatemala. Report No. UCB/EERC-79/27, Earthquake Engineering Research Center, University of California, Berkeley. https://nisee.berkeley.edu/elibrary/Text/91001588
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Dagupan (Careenan, Fernandez, Perez, Magsaysay Bridge)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
16.041609 120.332433 A fine soil layer with SPT-values between 10 and 40, exists near the ground surface or several meters below it. Under this layer, there exists a sand layer containing silt and clayey layer. The ground surface is composed of sandy soil, which is thought to be fill, as well as natural levee and or point-bar deposits, or clayey soil from back marsh or swamp deposits. The thickness of the liquefied layer is on the order of 5-10 m. In addition the unliquefied layer above it is thin, being less than 3 m deep. Download
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Remarks: Site information from Wakamatsu et al. (1992, 1993), Ishihara et al. (1993), Tokimatsu et al. (1994), and Cetin et al (2018).
Associated Files Actions
Borehole Locations (Tokimatsu et al. 1994) View Download
Borehole locations, meanders in Pantal River (Wakamatsu et al. 1992) View Download
Locations of sites for Rayleigh wave investigation (Tokimatsu et al. 1994) View Download
Cross section of Vs profiles along X-X' (Tokimatsu et al. 1994) View Download
Cross section of Vs profiles along Y-Y' (Tokimatsu et al. 1994) View Download
Associated Citations Link
Wakamatsu, K., Yoshida, N., Suzuki, N., Tazoh, T. (1992). Liquefaction-induced large ground deformations and their effects on lifelines during the 1990 Luzon, Philippines earthquake. Ch 5 from Case Studies of Liquefaction and Lifeline Performance During Past Earthquakes, Volume 1, Technical Report NCEER-92-0001. https://www.eng.buffalo.edu/mceer-reports/92/92-0001.pdf
Wakamatsu, K., Yoshida, N., Suzuki, N., and Tazoh, T. (1993). Liquefaction-induced ground failures and their effects on structures in the 1990 Luzon Philippines earthquake. 13th International Conference on Soil Mechanics and Foundation Engineering, JSSMFE, 17-26
Ishihara, K., Acacio, A.A., Towhata, I. (1993). Liquefaction-induced ground damage in Dagupan in the July 16, 1990 Luzon earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 33(1):133-154. https://doi.org/10.3208/sandf1972.33.133
Tokimatsu, K., Kojima, H., Kuwayama, S., Abe, A., Midorikawa, S. (1994). Liquefaction-induced damage to buildings in 1990 Luzon earthquake. Journal of Geotehcnial Engineering, ASCE, 120(2): 290-307. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:2(290)

Owi Island

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.583832 139.765416 Owi Island No 1 is located on the west side of Tokyo Bay. The island was reclaimed from 1961 to 1969 with soils dredged fom the nearby seabed to open a navigation route. Soils with different grain sizes were transported in slurry sea level, several kinds of waste soils were dumped on top of the dredged fill. and alluvial deposits to 200-300'. Download
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Remarks: Site information from Ishihara et. al. (1981), Cetin et al (2018) "https://doi.org/10.1016/j.soildyn.2018.09.012" & "http://dx.doi.org/10.1016/j.dib.2018.08.043". Location approximated from Figure 2 of Ishihara et al. (1981)
Associated Files Actions
Owi Embedment of Piezometers (Ishihara et al. 1981) View Download
Owi Location of Tests (Ishihara et al. 1981) View Download
Owi Vicinity Map (Ishihara et al. 1981) View Download
Owi Vicinity Map 2 (Ishihara et al. 1981) View Download
Associated Citations Link
Ishihara, K., Silver, M.L., Kitagawa, H. (1978). Cyclic strengths of undisturbed sands obtained by large diameter sampling. Japanese Society of Soil Mechanics and Foundation Engineering, 18(4): 61-76. https://doi.org/10.3208/sandf1972.18.4_61
Ishihara, K., Silver, M.L., Kitagawa, H. (1979). Cyclic strength of undisturbed sands obtained by a piston sampler. Japanese Society of Soil Mechanics and Foundation Engineering, 19(3): 61-76. https://doi.org/10.3208/sandf1972.19.3_61
Ishihara, K., Shimuzu, K., and Yamada, Y. (1981). Pore Water Pressures Measured in Sand Deposits During an Earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 21(4,): 85-100. https://doi.org/10.3208/sandf1972.21.4_85
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Panjin Chemical Fertilizer Plant

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
41.206066 122.089231 It is located mainly in flood plain; top clayey layer ~2.6 m thick and underlain by liquefaction susceptible silty sand or fine sand > 2m thick. At the moment of Haicheng EQ, the surface clayey soil layers were frozen at many sites. Download
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Remarks: Site information from IEM 1979 [Institute of Engineering Mechanics, Chinese Academy of Sciences (1979). “Damage by the Haicheng Earthquake", Seismology Press (in Chinese)], and Shengcong and Tatsuoka (1983, 1984). Location is assumed, may not be accurate.
Associated Citations Link
Institute of Engineering Mechanics, Chinese Academy of Sciences (1979). “Damage by the Haicheng Earthquake", Seismology Press (in Chinese)
Shengcong, F. and Tatsuoka, F. (1983). "Soil Liquefaction during Haicheng and Tangshan Earthquakes in China." Report of Japan-China Cooperative Research on Engineering Lessons from Recent Chinese Earthquakes Including the 1976 Tangshan Earthquake (Part 1). C. Tamura, T. Katayama, and F. Tatsuoka (eds). pp. 129-286. https://nisee.berkeley.edu/elibrary/Text/S39223
Shengcong, F., Tatsuoka, F. (1984). Soil liquefaction during Haicheng and Tangshan earthquake in China; a review. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 24(4):11-29. https://doi.org/10.3208/sandf1972.24.4_11

San Juan B-1&2, Barrio Justo P. Castro, Caucete

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-31.6466 -68.2886 Alluvial deposits in the Rio San Juan floodplain, evidence of buried paleochannels in the area Download
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Remarks: Located in the Dept. of Caucete, Barrio Justo P. Castro is a subdivision of single-story duplex houses with unreinforced-concrete slab floors, lightly-reinforced masonry block walls, and tile roofs. Ground slope of 0.11% downward to the south. Site information from Idriss et al. (1979), Youd and Keefer (1994), Cetin et al (2018). Location estimated using maps and photos provided in references.
Associated Citations Link
Idriss, I. M., Arango, I., and Brogan, G. (1979). Study of Liquefaction in November 23, 1977 Earthquake San Juan Province, Argentina, Final Report. Woodward-Clyde Consultants.
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Rojahn, C., Brogan, G.E., Slemmons, D.B. (1978).Preliminary report on the San Juan, Argentina earthquake of November 23, 1977. EERI Report. https://www.eeri.org/lfe/pdf/argentina_san_juan_77_rojahn_brogan_slemmons.pdf
Youd, T. L., & Keefer, D. K. (1994). Liquefaction during the 1977 San Juan Province, Argentina earthquake (Ms= 7.4). Engineering geology, 37(3-4), 211-233. https://doi.org/10.1016/0013-7952(94)90057-4

Shonenji Temple

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.14406 136.25127 Saturated coarse grained soil with Uc<10 and 0.074mm<D50<2.0 mm Download
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Remarks: Site information from Kishida (1969), Hamada et al (1989), Cetin et al (2018). Location estimated from Fig. 5 by Kishida (1969).
Associated Citations Link
Kishida, H. (1969). Characteristics of liquefied sands during Mino-Owari, Tohnankai, and Fukui earthquakes. Soils and Foundations, IX(1), 75-92 https://doi.org/10.3208/sandf1960.9.75
Hamada, M., Wakamatsu, K. and Yasuda, S. (1989). Liquefaction-Induced Ground Displacement during the 1948 Fukui Earthquake. Proc. 2nd U.S.-Japan Warkshop on Liquefaction, Large Ground Deformation, and Their Effects on Lifeline Facilities, Niagara Falls. https://doi.org/10.3208/sandf.38.Special_85
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf
Cetin, K. O., Seed, R. B., Moss, R. E. S., Der Kiureghian, A. K., Tokimatsu, K., Harder, L. F., and Kayen, R. E. (2000). Field Performance Case Histories for SPT-Based Evaluation of Soil Liquefaction Triggering Hazard, Geotechnical Engineering Research Report No. UCB/GT-2000/09, Geotechnical Engineering, Department of Civil Engineering, University of California at Berkeley. https://nisee.berkeley.edu/elibrary/Text/200802251
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Radio Tower

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
33.01064 -115.52137 The Imperial Valley lies in the southern part of the Salton Basin, which was formed by northward extension of the crustal rifting that opened the Gulf of California. The basin is underlain by as much ad 20,000 ft of Tertiary and Quaternary marine, continental, and lacustrine sediment. Holocene sediment is as thick as 330 ft. Download
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Remarks: Site information from Bennett et al.(1984).
Associated Files Actions
Site Plan (Bennett et al. 1984) View Download
Vicinity Map (Bennett et al. 1984) View Download
Associated Citations Link
Bennett, M. J., McLaughlin, P. V., Sarmiento, J. S., and Youd, T. L. (1984). Geotechnical Investigation of Liquefaction Sites, Imperial Valley, California. US Geological Survey Open File Report 84-252. https://doi.org/10.3133/ofr84252

River Park

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
32.96954267 -115.5532487 Holocene fluvial deposits Download
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Remarks: Graded area east of New River at SW edge of Brawley
Associated Files Actions
Site Map 2003 View Download
Site Map 1981 View Download
Cross Section View Download
Bennett et al (1981) DOI: 10.3133/ofr81502 Download
Associated Citations Link
Bennett, M.J., Youd, T.L., Harp, E.L., Wieczorek, G.F. (1981). Subsurface investigation of liquefaction, Imperial Valley Earthquake, California, October 15, 1979. US Geological Survey Open File Report 81-502. https://doi.org/10.3133/ofr81502
Youd, T. L., Bennett, M. J. (1983). Liquefaction Sites, Imperial Valley California, Journal of Geotechnical Engineering, ASCE, 109(3): 440-457. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:3(440)
Cetin, K. O., Seed, R. B., Moss, R. E. S., Der Kiureghian, A. K., Tokimatsu, K., Harder, L. F., and Kayen, R. E. (2000). Field Performance Case Histories for SPT-Based Evaluation of Soil Liquefaction Triggering Hazard, Geotechnical Engineering Research Report No. UCB/GT-2000/09, Geotechnical Engineering, Department of Civil Engineering, University of California at Berkeley. https://nisee.berkeley.edu/elibrary/Text/200802251
Moss, RES, Collins, BD, Whang, DH (2005). Retesting of liquefaction/nonliquefaction case histories in the imperial valley. Earthquake Spectra 21(1): 179-196. https://doi.org/10.1193/1.1852562

Heber Road

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
32.73049583 -115.3858486 Relict Holocene channel Download
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Remarks: Testing occurred in 1979-1981 with CPT retesting in 2003 (Moss et al. 2005). Additional site information and SPT descriptions given in Bennett et al. (1981), Youd and Bennett (1983)
Associated Files Actions
Site Map 2004 View Download
Site Map 1981 View Download
Aerial Photograph with Test Locations 1983 View Download
Vicinity Map 1981 View Download
Cross Section View Download
Bennett et al (1981) DOI: 10.3133/ofr81502 Download
Aerial Photograph of relict channel (Bennett et al. 1981) View Download
Cross section on north side (Bennett et al. 1981) View Download
Site plan, location of tests, sand boils, and cracks (Bennett et al. 1981) View Download
Associated Citations Link
Moss, RES, Collins, BD, Whang, DH (2005). Retesting of liquefaction/nonliquefaction case histories in the imperial valley. Earthquake Spectra 21(1): 179-196. https://doi.org/10.1193/1.1852562
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Nantou Site A

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.908642 120.686556 Download
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Remarks: Site A data extracted from Chu et al. (2004) & PEER Taiwan Ground Failure Database: https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/nantou.html
Associated Files Actions
Nantou PEER Test Locations (Sites A,B,C) View Download
Associated Citations Link
Stewart, J.P., Chu, D.B., Seed, R.B., Ju, J.W., Perkins, W.J., Boulanger, R.W., Chen, Y.C., Ou, C.Y., Sun, J., and Yu, M.S. (2000). Incidents of soil liquefaction from the 921 Chi Chi (Taiwan) earthquake. International Workshop on Annual Commemoration of Chi-Chi earthquake, C.-H. Loh and W-I. Liao (editors), Taipei, Taiwan, 119-130.
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Chu, D.B., Stewart, J.P., Lee, S., Tsai, J.S., Lin, P.S., Chu, B.L., Seed, R.B., Hsu, S.C., Yu, M.S., Wang, M.C.H. (2004). Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake. Soil Dynamics and Earthquake Engineering, 24: 647-657. https://doi.org/10.1016/j.soildyn.2004.06.005

Nantou Site B

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.908686 120.686678 Download
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Remarks: Site B data extracted from Chu et al. (2004) & PEER Taiwan Ground Failure Database: https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/nantou.html
Associated Files Actions
Nantou PEER Test Locations (Sites A,B,C) View Download
Associated Citations Link
Stewart, J.P., Chu, D.B., Seed, R.B., Ju, J.W., Perkins, W.J., Boulanger, R.W., Chen, Y.C., Ou, C.Y., Sun, J., and Yu, M.S. (2000). Incidents of soil liquefaction from the 921 Chi Chi (Taiwan) earthquake. International Workshop on Annual Commemoration of Chi-Chi earthquake, C.-H. Loh and W-I. Liao (editors), Taipei, Taiwan, 119-130.
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Chu, D.B., Stewart, J.P., Lee, S., Tsai, J.S., Lin, P.S., Chu, B.L., Seed, R.B., Hsu, S.C., Yu, M.S., Wang, M.C.H. (2004). Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake. Soil Dynamics and Earthquake Engineering, 24: 647-657. https://doi.org/10.1016/j.soildyn.2004.06.005

Nantou Site C

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.915983 120.692939 Download
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Remarks: Site C data extracted from Chu et al. (2004) & PEER Taiwan Ground Failure Database: https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/nantou.html
Associated Files Actions
Nantou PEER Test Locations (Sites A,B,C) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Chu, D.B., Stewart, J.P., Lee, S., Tsai, J.S., Lin, P.S., Chu, B.L., Seed, R.B., Hsu, S.C., Yu, M.S., Wang, M.C.H. (2004). Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake. Soil Dynamics and Earthquake Engineering, 24: 647-657. https://doi.org/10.1016/j.soildyn.2004.06.005

Atlantis St (NBT-02)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.49739 172.70474 Download
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Remarks: Entrance to grassy walkway off of Atlantis St. in a residential area in the eastern suburb of North New Brighton.
Associated Files Actions
Pre-Darfield earthquake satellite image of CPT-NBT-02 taken 3-3-2009 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Cass St (KAN-09)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.38137 172.66143 Download
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Associated Files Actions
Pre-Darfield earthquake satellite image of CPT-KAN-09 taken 6-15-2009 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Charles and Williams (KAN-28)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.3816 172.65777 Download
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Remarks: Front lawn of Kaiapoi Toy Library located on Charles St., just north of the Williams St. bridge in North Kaiapoi.
Associated Files Actions
Pre-Darfield earthquake satellite image of CPT-KAN-28 taken 6-15-2009 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

IBR014

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.0728 140.1948 Download
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Associated Files Actions
IBR014 Report Download
Associated Citations Link
Greenfield, M. (2017). Effects of Long-Duration Ground Motions on Liquefaction Hazards. University of Washington, Seattle. http://hdl.handle.net/1773/40531

MYG010

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.428 141.281 Download
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Associated Files Actions
MYG010 Report Download
Associated Citations Link
Greenfield, M. (2017). Effects of Long-Duration Ground Motions on Liquefaction Hazards. University of Washington, Seattle. http://hdl.handle.net/1773/40531

MYG013

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.266 140.929 Download
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Associated Files Actions
MYG013 Report Download
Associated Citations Link
Greenfield, M. (2017). Effects of Long-Duration Ground Motions on Liquefaction Hazards. University of Washington, Seattle. http://hdl.handle.net/1773/40531

KP4.0 (Section 11) (Hokkaido, Japan)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
42.79074 143.460848 Download
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Remarks: Ushishubetsu (Ushi) River, Left Bank. Levee KP4.0 per original test files. All site data extracted from Tsai (2018); https://escholarship.org/uc/item/2wg7b13s
Associated Files Actions
Section 11 View Download
Associated Citations Link
Zhao, J. X., Liang, X., Jiang, F., Xing, H., Zhu, M., Hou, R., Zhang, Y., Lan, X., Rhoades, D.A., Irikura, K., Fukushima, Y., Somerville, P. G. (2016). Ground-motion prediction equations for subduction interface earthquakes in Japan using site class and simple geometric attenuation functions. Bulletin of the Seismological Society of America, 106(4), 1518-1534. https://doi.org/10.1785/0120150034
Zhao, J. X., Jiang, F., Shi, P., Xing, H., Huang, H., Hou, R., Zhang, Y., Yu, P., Lan, X., Rhoades, D.A., Somerville, P.G., Irikura, K., Fukushima, Y. (2016). Ground-motion prediction equations for subduction slab earthquakes in Japan using site class and simple geometric attenuation functions. Bulletin of the Seismological Society of America, 106(4), 1535-1551. https://doi.org/10.1785/0120150056
Abrahamson, N., Gregor, N., Addo, K. (2016). BC Hydro Ground Motion Prediction Equations for Subduction Earthquakes. Earthquake Spectra, 32(1): 23-44. https://doi.org/10.1193/051712EQS188MR
Norman Abrahamson, Nicolas Kuehn, Zeynep Gulerce, Nicholas Gregor, Yousef Bozorgnia, Grace Parker, Jonathan Stewart, Brian Chiou, I.M. Idriss, Kenneth Campbell, Robert Youngs. (2018). Update of the BCHydro Subduction Ground-Motion Model Using the NGA-Subduction Dataset. PEER Report No. 2018/02. Pacific Earthquake Engineering Research Center, University of California, Berkeley. https://peer.berkeley.edu/sites/default/files/2018_02_abrahamson_9.10.18.pdf
Tsai, Y. (2018). Characterizing Seismic Performance of Levees on Peaty Organic Soils from Case Histories and Simulations. University of California, Los Angeles https://escholarship.org/uc/item/2wg7b13s

Armagh and Madras (Z4-4)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.52867 172.64241 Fill Download
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Remarks: On the eastern edge of Victoria Square (grassy park) along Colombo St, just north of the intersection of Colombo and Armagh Streets in the Central Business District. The Avon River is ~90 m to the west and north.
Associated Files Actions
Pre-Drafield Earthquake Satellite Photo from Green et. al. 2015 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Avondale Park (AVD-07)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.50848 172.68695 Download
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Remarks: Southwest corner of Avondale Park near the intersection of Breezes and Avondale Roads in the Northeaster suburb of Avondale
Associated Files Actions
Pre Earthquake Photos from Green et. al. 2014 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Charles and Davie (KAN-26)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.38075 172.65704 Download
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Remarks: Grassy park along Kaiapoi River near the intersection of Charles and Davie Streets in North Kaiapoi
Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2015 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Gray and Kalmia (KAN-19)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.38053 172.66875 Download
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Remarks: Front lawn of house in residential area at the intersection of Gray Cres and Kalmia Pl. in North Kaiapoi.
Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2015 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Gray Crescent (KAN-03)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.38126 172.66664 Download
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Remarks: Grassy park (Gray Cres Reserve) located between Blackwell and Gray Cres in North Kaiapoi.
Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2015 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Hope St and Hercules (SHY-09)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.5052 172.66001 Download
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Remarks: Residential neighborhood. NE corner of Hercules and Hope Streets (on Hercules St.) in the Northeastern suburb of Shirley.
Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2015 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Kilmore St (Z1-3)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.52648 172.63882 Download
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Remarks: Northside of Kilmore St. between Colombo and Manchester Streets in the Central Business District.
Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2015 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Morgan Williams (KAN-05)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.38295 172.6591 Fill Download
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Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2015 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Murphy Park (KAS-40)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.37932 172.65357 Fill Download
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Remarks: Grassy area adjacent to the parking lot for Murphy Park in South Kaiapoi. The park is on the river side of the stopbank (levee); closest distance to the Kaiapoi River is ~150m.
Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2015 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Oxford Terrace (Z2-6)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.52772 172.63697 Fill Download
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Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2015 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Victoria Square (Z2-11)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.52822 172.63646 Download
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Remarks: On the eastern edge of Victoria Square (grassy park) along Colombo St, just north of the intersection of Colombo and Armagh Streets in the Central Business District. The Avon River is ~90 m to the west and north.
Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2015 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Waygreen Ave (NBT-03)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.49919 172.70525 Download
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Remarks: Along Waygreen Ave. in residential area in the eastern suburb of North New Brighton.
Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2014 View Download
Associated Citations Link
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Wood Ln (FND-01)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.52377 172.61232 Download
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Remarks: Very exclusive cul-de-sac off of Fendalton Rd near the intersection of Fendalton Rd, Deans Ave, and Harper Ave (NW of Hagley Park). Bound by Avon River to the west and north; ~85 m away to river.
Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2014 View Download
Associated Citations Link
New Zealand Geotechnical Database (NZGD). (2016). [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Christchurch March 1850, Sheet 3. [Accessed 31 July 2016]. [SITE] Canterbury Maps, Published Maps and Reports: Black Maps (CGD5080), Environmental Ecology 1856. [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Aerial Photography (CGD0100); Liquefaction Interpreted from Aerial Photography (CGD0200); Liquefaction and Lateral Spreading Observations (CGD0300). [Accessed 31 July 2016].[SITE] New Zealand Geotechnical Database (NZGD). Canterbury Maps, Collated Investigation Data: Event Specific Groundwater Surface Elevations (CGD0800). [Accessed 31 July 2016].[TEST] Tonkin + Taylor, Ltd. Subsurface investigation for the silty soils project. Investigation logs available on the New Zealand Geotechnical Database (NZGD).[TEST] University of Texas at Austin. Crosshole seismic testing at multiple sites t https://www.nzgd.org.nz/
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Wyber Pl (KAS-08)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.39104 172.66066 Download
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Remarks: Front lawn of house near the intersection of Wyber Pl. and Courteney Dr. in a residential neighborhood in South Kaiapoi.
Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2015 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Norcross St (BUR-46)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.49811 172.70027 Fill Download
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Remarks: Grassy park area between Norcross St and Route 74, on the eastern edge of a subdivision in the NE suburb of Burwood. Small creek ~22 m to the east of where the CPT sounding was performed.
Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2014 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Peterborough St (Z8-11)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.52506 172.642 Fill Download
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Remarks: In a parking lot near the northeast (back) corner of a building on Peterborough St, just west of the intersection of Peterborough and Madras Streets in the Central Business District.
Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2014 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Salisbury and Durham (CBD-21)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.52436 172.63342 Download
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Associated Files Actions
Pre-Darfield earthquake satellite image from Green et. al. 2015 View Download
Associated Citations Link
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M

Akita A

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.05703 139.963246 Alluvial Deposit Download
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Remarks: Reclaimed land surrounded by dikes, in the Hachiro-Gata Lagoon area. Located at station WC 15+553, approach to Gomyoko Bridge. Location estimated from Figure 2 of Farrar (1990).
Associated Files Actions
Location of test sites (Farrar 1990) View Download
Associated Citations Link
Ohya, S., Iwasaki, T., Wakamatsu, M. (1985). Comparative study of various penetration tests in ground that underwent liquefaction during the 1983 Nihonkai-chubu and 1964 Niigata earthquakes. Proc. Workshop on In situ Testing Methods for Evaluation of Soil Liquefaction Susceptibility, San Francisco, California, Vol. 1, 56-88.
Farrar, J.A. (1990). Study of in situ testing for evaluation of liquefaction resistance. U.S. Bureau of Reclamation Report No. R-90-06

Akita B

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.93167 140.02026 Alluvial Deposit Download
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Remarks: Reclaimed land surrounded by dikes, Hachiro-Gata Lagoon area. Located at station FD 6+900. Location estimated from Figure 2 of Farrar (1990).
Associated Files Actions
Site location (Farrar 1990) View Download
Associated Citations Link
Ohya, S., Iwasaki, T., Wakamatsu, M. (1985). Comparative study of various penetration tests in ground that underwent liquefaction during the 1983 Nihonkai-chubu and 1964 Niigata earthquakes. Proc. Workshop on In situ Testing Methods for Evaluation of Soil Liquefaction Susceptibility, San Francisco, California, Vol. 1, 56-88.
Farrar, J.A. (1990). Study of in situ testing for evaluation of liquefaction resistance. U.S. Bureau of Reclamation Report No. R-90-06

Akita C

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.95694 139.92496 Alluvial Deposit Download
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Remarks: Reclaimed land surrounded by dikes. Located in the Hachiro-Gata Lagoon area at dike station WC 0+580. Location estimated from Figure 2 of Farrar (1990).
Associated Files Actions
Site location (Farrar 1990) View Download
Associated Citations Link
Ohya, S., Iwasaki, T., Wakamatsu, M. (1985). Comparative study of various penetration tests in ground that underwent liquefaction during the 1983 Nihonkai-chubu and 1964 Niigata earthquakes. Proc. Workshop on In situ Testing Methods for Evaluation of Soil Liquefaction Susceptibility, San Francisco, California, Vol. 1, 56-88.
Farrar, J.A. (1990). Study of in situ testing for evaluation of liquefaction resistance. U.S. Bureau of Reclamation Report No. R-90-06

Wufeng Site A

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.055803 120.697891 Download
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Remarks: Chi-Li Rd. and Lan-Shen Day Cares, Wufeng. Site A data extracted from Chu et al. (2004) & PEER Taiwan Ground Failure Database: https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/wufeng-site-a.html
Associated Files Actions
Wufeng Site A Map View Download
Site A Photo 1 (2001) View Download
Site A Photo 2 (2001) View Download
Site A Photo 3 (2001) View Download
Site A Photo 4 (2001) View Download
Site A Photo 5 (2001) View Download
Site A Photo 6 (2001) View Download
Site A Photo 7 (2001) View Download
Site A Photo 8 (2001) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Chu, D.B., Stewart, J.P., Lee, S., Tsai, J.S., Lin, P.S., Chu, B.L., Seed, R.B., Hsu, S.C., Yu, M.S., Wang, M.C.H. (2004). Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake. Soil Dynamics and Earthquake Engineering, 24: 647-657. https://doi.org/10.1016/j.soildyn.2004.06.005

Au Sable Forks

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
44.49163 -73.53665 Download
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Remarks: Roadway embankment along Route 9N following the north edge of the Au Sable River valley. Hillside fill prism has its base at the river valley floor.
Associated Citations Link
Gingery, J. R. (2003). Embankment failure from liquefaction and other damage in the 20 April 2002 Au Sable Forks, NY earthquake. Proceedings, 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Cambridge, MA.

Mihama-ward (8 Chome Meeting Place)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.63096 140.05287 Fill Download
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Remarks: Site is located on reclaimed land that was developed using hydraulic fill procedures in the mid-1970s. Locations of discharge pipes are well known (see Fig 6 of Stewart et al. 2016). Relatively coarse sediments are expected near discharge locations, whereas relatively fine-grained sediments are expected in intermediate areas.
Associated Citations Link
Stewart, JP, SL Kramer, DY Kwak, MW Greenfield, RE Kayen, K Tokimatsu, JD Bray, CZ Beyzaei, M Cubrinovski, T Sekiguchi, S Nakai, Y Bozorgnia (2016). PEER-NGL project: Open source global database and model development for the next-generation of liquefaction assessment procedures, Soil Dynamics and Earthquake Engineering, 91, 317-328. https://doi.org/10.1016/j.soildyn.2016.07.009
Kwak D.Y., Zimmaro P., Stewart J.P., Nakai S., Sekiguchi T. (2018). Case study of liquefaction susceptibility from field performance of hydraulic fills. 11th National Conference on Earthquake Engineering, Los Angeles, CA (USA) June 25-29. https://escholarship.org/uc/item/831457kz

St. Theresa's Church

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.529607 172.592257 Fill Download
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Associated Citations Link
Bradley, B. A. (2014). Site-specific and spatially distributed estimation of ground motion intensity in the 2010-2011 Canterbury earthquakes. Soil Dyn. Earthquake Eng., 61-62(1), 83-91. https://doi.org/10.1016/j.soildyn.2014.01.025
Green, R. A., Cubrinovski, M., Cox, B., Wood, C., Wotherspoon, L., Bradley, B., and Maurer, B. (2014). Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra, 30(1): 131-153 https://doi.org/10.1193/030713EQS066M
Cox, B. R., McLaughlin, K. A., van Ballegooy, S., Cubrinovski, M., Boulanger, R. W., and Wotherspoon, L. (2017). In-situ investigation of false-positive liquefaction sites in Christchurch, New Zealand: St. Teresa's School case history. Proc., Performance-based Design in Earthquake Geotechnical Engineering, PBD-III Vancouver, M. Taiebat et al., eds., ISSMGE Technical Committee TC203, paper 265. https://www.issmge.org/uploads/publications/59/57/pbdiiiPaper265.pdf
Boulanger, R. W., and DeJong, J. T. (2018). Inverse filtering procedure to correct cone penetration data for thin-layer and transition effects. Proceedings, CPT18 4th International Symposium on Cone Penetration Testing, Delft, The Netherlands. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2018/06/Boulanger-DeJong-Inversion-of-CPT-data-CPT18-2018.pdf

Nakashimo

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.3814 141.1686 The levee fill consists of sandy soils, which in turn are founded on a surficial clay layer approximately 2.5-3.0 m in thickness, which is underlain by a sand layer. Download
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Remarks: Instrumented levee site. Cross section from Kataoka et al. (2019), DOI: 10.21222/C2TC95 (original version) and Zimmaro et al. (2020) DOI: 10.1177/8755293019891712
Associated Files Actions
Original levee cross section (Kataoka et al., 2019) DOI: 10.21222/C2TC95 View Download
Re-interpreted levee cross section (Zimmaro et al., 2020) DOI: 10.1177/8755293019891712 View Download
Associated Citations Link
Kataoka S., Mikami A., Zimmaro P., Kwak D.Y., Tsai Y.T., Brandenberg S.J., Stewart J.P. (2019). A database of seismic records at instrumented levee sites in Japan. Earthquake Disaster Management Division, National Institute for Land and Infrastructure Management. DOI: 10.21222/C2TC95. http://www.nilim.go.jp/lab/rdg/db/db01.htm
Zimmaro P., Kwak D.Y., Tsai Y.T., Stewart J.P., Brandenberg S.J., Mikami A., Kataoka S. (2019). Database on seismic response of flood control levees. Earthquake Spectra, 36, 924-938. https://doi.org/10.1177%2F8755293019891712

Yamazaki

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.4433 141.0395 Download
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Remarks: The levee fill consists of sandy soils, which in turn are founded on clayey and sandy layers. Levee cross section from Kataoka et al. (2019), DOI: 10.21222/C2TC95 (original version) and Zimmaro et al. (2020) DOI: 10.1177/8755293019891712
Associated Files Actions
Original levee cross section (Kataoka et al., 2019) DOI: 10.21222/C2TC95 View Download
Re-interpreted levee cross section (Zimmaro et al., 2020) DOI: 10.1177/8755293019891712 View Download
Associated Citations Link
Kataoka, S. (2015) Personal communication
Kataoka S., Mikami A., Zimmaro P., Kwak D.Y., Tsai Y.T., Brandenberg S.J., Stewart J.P. (2019). A database of seismic records at instrumented levee sites in Japan. Earthquake Disaster Management Division, National Institute for Land and Infrastructure Management. DOI: 10.21222/C2TC95. http://www.nilim.go.jp/lab/rdg/db/db01.htm
Zimmaro P., Kwak D.Y., Tsai Y.T., Stewart J.P., Brandenberg S.J., Mikami A., Kataoka S. (2019). Database on seismic response of flood control levees. Earthquake Spectra, 36, 924-938. https://doi.org/10.1177%2F8755293019891712

Kornbloom

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
33.11435 -115.66647 The Imperial Valley lies in the southern part of the Salton Basin, which was formed by northward extension of the crustal rifting that opened the Gulf of California. The basin is underlain by as much as 20,000 ft of Tertiary and Quaternary marine, continental, and lacustrine sediment. Holocene sediment is as thick as 330 ft. Download
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Remarks: Site information from Bennett et al. (1984), Fear et al. (1995), James Gerard Bierschwale (1984), Youd, T.L., Wieczorek G. F., (1984) and Cetin et al (2018) "https://doi.org/10.1016/j.soildyn.2018.09.012" & "http://dx.doi.org/10.1016/j.dib.2018.08.043". Location provided only for plotting purposes. It may be wrong.
Associated Files Actions
Kornbloom Cross Section (Bennett et al 1984) View Download
Project Site Plan (Bennett et al 1984) View Download
Kornbloom Site Plan, Zoom (Bennett et al 1984) View Download
Kornbloom SPT and Lab Data Download
Kornbloom CPT printouts Download
Associated Citations Link
Bennett, M. J., McLaughlin, P. V., Sarmiento, J. S., and Youd, T. L. (1984). Geotechnical Investigation of Liquefaction Sites, Imperial Valley, California. US Geological Survey Open File Report 84-252. https://doi.org/10.3133/ofr84252
Bierschwale, J. G. (1984). Analytical evaluation of liquefaction potential of sands subjected to the 1981 Westmorland earthquake, University of Texas, Civil Engineering Department Geotechnical Engineering Report GR-84-15 , 231 pp.
Youd, T. L., Wieczorek, G. F. (1984). Liquefaction During the 1981 and Previous Earthquakes Near Westmorland, California. US Geological Survey Open-File Report 84-680. https://doi.org/10.3133/ofr84680
Fear, C. E., and McRoberts, E. C. (1995). Report on liquefaction potential and catalogue of case histories. Internal Research Report, Geotechnical Engineering Library, Dept. of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada, March (revision of September 1993 report).
Cetin, K. O., Youd, T. L., Seed, R. B., Bray, J. D., Stewart, J. P., Durgunoglu, H. T., Lettis, W., Yilmaz, M. T. (2004). Liquefaction-induced lateral spreading at Izmit Bay during the Kocaeli (Izmit)-Turkey earthquake. Journal of geotechnical and geoenvironmental engineering, 130(12): 1300-1313. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:12(1300)
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Balboa Boulevard

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.28122 -118.5027 Download
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Remarks: The stratigraphy was divided into four informal units (Holzer et al 1999). From top down they are: unit A is about 1-m thick and consists of road material, artificial fill, and agricultural soil. Unit B consists of late-Holocene sheet flood and debris flow deposits. The clast lithology changes from sedimentary north of sounding 13 to mixed sedimentary, crystalline, and metamorphic south of sounding 13.5. No part of units A or B is below the water table. Unit C consists of late Pleistocene to middle Holocene fluvial deposits. Unit D consists of dense and firm sand, silt, and clay fluvial deposits of Pleistocene age. Based on lithology, cementation, and pedogenic soil development unit D may be part of the Saugus Formation. The contact between the Pleistocene and Holocene deposits is marked by a significant increase in tip resistance and blow count. Bennett et al. (1998) and Cetin et al (2018) 10.1016/j.soildyn.2018.09.012 & 10.1016/j.dib.2018.08.043
Associated Files Actions
Balboa Cross Section (Bennett et al 1998) View Download
Balboa Cross Section #2 (Bennett et al 1998) View Download
Balboa Site Plan (Bennett et al 1998) View Download
Balboa Site Plan #2 (Bennett et al 1998) View Download
Balboa Site Plan #3, Zoom (Bennett et al 1998) View Download
Associated Citations Link
Bennett, M. J., Ponti, D. J., Tinsley, J. C. III, Holzer, T. L., and Conaway, C. H. (1998). Subsurface Geotechnical Investigations Near Sites of Ground Deformation Caused by the January 17, 1994, Northridge, California, Earthquake. Open File Report 98-373, U.S. Department of the Interior, U.S. Geological Survey, Menlo Park. https://doi.org/10.3133/ofr98373
Holzer, T. L., Bennett, M. J., Ponti, D. J., and Tinsley, J. C. I. (1999). Liquefaction and Soil Failure During 1994 Northridge Earthquake. Journal of Geotechnical Engineering, ASCE, 125(6), 438-452. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(438)
Cetin, K. O., Youd, T. L., Seed, R. B., Bray, J. D., Stewart, J. P., Durgunoglu, H. T., Lettis, W., Yilmaz, M. T. (2004). Liquefaction-induced lateral spreading at Izmit Bay during the Kocaeli (Izmit)-Turkey earthquake. Journal of geotechnical and geoenvironmental engineering, 130(12): 1300-1313. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:12(1300)
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Malden Street

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.22517 -118.55161 The site is underlain by two alluvial deposits which were divided into geotechnical units. The first geotechnical unit consists of two parts; unit A is a compacted residential fill, and unit B, Holocene alluvium composed of soft to very soft lean clay to sandy lean clay. The clay deposits are inferred to be of overbank and sheetflood origin. (Bennett 1989). The San Fernando Valley is a structural valley in southern California, which is filled with up to 4500 m of Tertiary sedimentary rock and alluvial sediment. Holocene age alluvial gravels, sands, and finer sediment with an aggregate thickness ranging from ~8-12 m immediately underlie the gently sloping valley floor.The alluvium was deposited by sediment-laden floodwaters that flowed out of the surrounding mountain canyons. (Cetin et al 2018) Download
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Remarks: Bennett et al. (1998), Holzer et al (1999), and Cetin et al (2018) "https://doi.org/10.1016/j.soildyn.2018.09.012", "https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(438)", & "http://dx.doi.org/10.1016/j.dib.2018.08.043". Location estimated from site plans in Bennett et al. (1998).
Associated Files Actions
Malden Cross Section (Bennett et al 1998) View Download
Malden site (Bennett et al 1998) View Download
Malden site plan (Bennett et al 1998) View Download
Malden site plan, zoom (Bennett et al 1998) View Download
Malden Laboratory Vane Shear Test Results Download
Associated Citations Link
Chang, S.W., Bray, J.D., Seed, R.B. (1996). Engineering implications of ground motions from the Northridge earthquake. Bulletin of the Seismological Society of America, 86(1B): S270-S288. https://pubs.geoscienceworld.org/ssa/bssa/article-abstract/86/1B/S270/120087/Engineering-implications-of-ground-motions-from?redirectedFrom=fulltext
Bennett, M. J., Ponti, D. J., Tinsley, J. C. III, Holzer, T. L., and Conaway, C. H. (1998). Subsurface Geotechnical Investigations Near Sites of Ground Deformation Caused by the January 17, 1994, Northridge, California, Earthquake. Open File Report 98-373, U.S. Department of the Interior, U.S. Geological Survey, Menlo Park. https://doi.org/10.3133/ofr98373
Holzer, T. L., Bennett, M. J., Ponti, D. J., and Tinsley, J. C. I. (1999). Liquefaction and Soil Failure During 1994 Northridge Earthquake. Journal of Geotechnical Engineering, ASCE, 125(6), 438-452. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(438)
Cetin, K. O., Youd, T. L., Seed, R. B., Bray, J. D., Stewart, J. P., Durgunoglu, H. T., Lettis, W., Yilmaz, M. T. (2004). Liquefaction-induced lateral spreading at Izmit Bay during the Kocaeli (Izmit)-Turkey earthquake. Journal of geotechnical and geoenvironmental engineering, 130(12): 1300-1313. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:12(1300)

INAGE

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.6335 140.0784 Fill Download
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Remarks: At this site there is a K-NET recording station (CHB024)
Associated Citations Link
Cox, B.R., Boulanger, R.W., Tokimatsu, K., Wood, C.M., Abe, A., Ashford, S., Donahue, J., Ishihara, K., Kayen, R., Katsumata, K. and Kishida, T. (2013). Liquefaction at strong motion stations and in Urayasu City in the 2011 Great East Japan Earthquake. Earthquake Spectra, 29(S1), S55-S80. https://doi.org/10.1193/1.4000110

Wynne Avenue

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.21982 -118.53006 Download
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Remarks: "The site is underlain by Holocene and Pleistocene alluvial deposits composed of lean clay and silty sand. Unit A (0-2 m) consists of road base material, fill and silty sand to sandy lean clay. Unit B (2-6 m) consists of soft lean clay inferred to be flood basin deposits similar to the B unit at Malden street. Unit C (6-15 m) is texturally similar to unit B although Unit C is much firmer. Also, Unit C contains two subunits of silty sand, C, (6-8 m) and C2 (10-11.5 m). Subunit C, extends from sounding 8 northward to sounding 14, in general coarsening towards the north. Subunit C2 is thickest underneath soundings 5 and 11 (separation only about 3.5 m) and disappears northward at sounding 2 and southward at sounding 8. Unit D was only sampled in one boring (5a) and is inferred to be Pleistocene in age based on the increased penetration resistance shown in the CPT and SPT." (Bennett et al 1998)
Associated Files Actions
Wynne Vicinity Map (Bennett et al 1998) View Download
Wynne Site Plan (Bennett et al 1998) View Download
Wynne Site Plan, zoom (Bennett et al 1998) View Download
Wynne Site Plan, zoom 2 (Bennett et al 1998) View Download
Wynne Cross Section, Overview (Bennett et al 1998) View Download
Wynne Cross Section, Graben Detail (Bennett et al 1998) View Download
Associated Citations Link
Bennett, M. J., Ponti, D. J., Tinsley, J. C. III, Holzer, T. L., and Conaway, C. H. (1998). Subsurface Geotechnical Investigations Near Sites of Ground Deformation Caused by the January 17, 1994, Northridge, California, Earthquake. Open File Report 98-373, U.S. Department of the Interior, U.S. Geological Survey, Menlo Park. https://doi.org/10.3133/ofr98373
Cetin, K. O., Youd, T. L., Seed, R. B., Bray, J. D., Stewart, J. P., Durgunoglu, H. T., Lettis, W., Yilmaz, M. T. (2004). Liquefaction-induced lateral spreading at Izmit Bay during the Kocaeli (Izmit)-Turkey earthquake. Journal of geotechnical and geoenvironmental engineering, 130(12): 1300-1313. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:12(1300)
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Rory Lane

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.27055 -118.67394 Download
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Remarks: Undeveloped site in the eastern part of the city of Simi Valley, approximately 14 km northwest of the earthquake epicenter. Bi-sected by Rory Lane, bounded by Los Angeles Ave to the north and Arroyo Simi concrete channel to the south. Highly stratified alluvial site with thin lenses of sandy silt, silty sand, and sandy silty clay. (Abdel-Haq and Hryciw 1998)
Associated Files Actions
Vicinity map, location of recording station (Abdel-Haq and Hryciw 1998) View Download
Site Map, location of tests (Abdel-Haq and Hryciw 1998) View Download
Photo of site (Abdel-Haq and Hryciw 1998) View Download
Associated Citations Link
Abdel-Haq, A. and Hryciw, R. D. (1998). Ground Settlement in Simi Valley Following the Northridge Earthquake. Journal of Geotechnical Engineering, ASCE, 124(1): 80-89. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:1(80)

Potrero Canyon

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.39443 -118.6624 Potrero Canyon is a narrow 5 km long E-W valley incised into Pliocene sedimentary rock on the north flank of the Santa Susana Mountains. Download
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Remarks: Bennett et al. (1998), Holzer et al (1999), and Cetin et al (2018) "https://doi.org/10.1016/j.soildyn.2018.09.012", "https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(438)", & "http://dx.doi.org/10.1016/j.dib.2018.08.043". Location is approximate.
Associated Files Actions
Vicinity map (Bennett et al. 1998) View Download
Site Map (Bennett et al. 1998) View Download
Map of ground cracks, sand boils, line breaks, and tests (Holzer et al. 1999) View Download
Cross section, east line (Bennett et al. 1998) View Download
Cross section, west line (Bennett et al. 1998) View Download
Associated Citations Link
Bennett, M. J., Ponti, D. J., Tinsley, J. C. III, Holzer, T. L., and Conaway, C. H. (1998). Subsurface Geotechnical Investigations Near Sites of Ground Deformation Caused by the January 17, 1994, Northridge, California, Earthquake. Open File Report 98-373, U.S. Department of the Interior, U.S. Geological Survey, Menlo Park. https://doi.org/10.3133/ofr98373
Holzer, T. L., Bennett, M. J., Ponti, D. J., and Tinsley, J. C. I. (1999). Liquefaction and Soil Failure During 1994 Northridge Earthquake. Journal of Geotechnical Engineering, ASCE, 125(6), 438-452. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(438)
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Ienaga

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.08275 136.84941 Af (fill) Download
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Remarks: Location is approximated from a site map in Kishida (1969).
Associated Files Actions
Vicinity map (Kishida 1969) View Download
Associated Citations Link
Kishida, H. (1969). Characteristics of liquefied sands during Mino-Owari, Tohnankai, and Fukui earthquakes. Soils and Foundations, IX(1), 75-92 https://doi.org/10.3208/sandf1960.9.75
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Komei

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.10944 136.88974 Af (fill) Download
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Remarks: Location is approximated from a site map in Kishida (1969).
Associated Citations Link
Kishida, H. (1969). Characteristics of liquefied sands during Mino-Owari, Tohnankai, and Fukui earthquakes. Soils and Foundations, IX(1), 75-92 https://doi.org/10.3208/sandf1960.9.75
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Meiko

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.10068 136.88378 Unknown Download
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Remarks: Location is approximated from a site map in Kishida (1969).
Associated Citations Link
Kishida, H. (1969). Characteristics of liquefied sands during Mino-Owari, Tohnankai, and Fukui earthquakes. Soils and Foundations, IX(1), 75-92 https://doi.org/10.3208/sandf1960.9.75
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Takaya Town

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.115496 136.17585 Download
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Remarks: "Takaya 2 and 45 are approximately parallel to the Kuzuryu river" (Cetin et al. 2018). Site information from Kishida (1966, 1969) and Cetin et al (2018). Location approximated from site map in Kishida (1969).
Associated Files Actions
Locations of tests and sand eruptions (Kishida 1969) View Download
Associated Citations Link
Kishida, H. (1966). Damage to reinforced concrete buildings in Niigata city with special reference to foundation engineering. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 7(1): 71-88. https://doi.org/10.3208/sandf1960.6.71
Kishida, H. (1969). Characteristics of liquefied sands during Mino-Owari, Tohnankai, and Fukui earthquakes. Soils and Foundations, IX(1), 75-92 https://doi.org/10.3208/sandf1960.9.75
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Arayamotomachi

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.68427 140.08464 Download
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Remarks: Yasuda & Tohno (1988), Cetin et al. (2018). Arayamotomachi Town in Akita City. The epicenter of the earthquake was located approximately 35 miles north of the city. Location approximated using vicinity map from Yasuda & Tohno (1988), and represents the general region of Arayamotomachi in Akita City.
Associated Files Actions
Vicinity map (Yasuda and Tohno 1988) View Download
Associated Citations Link
Yasuda, S., Tohno, I. (1988). Sites of reliquefaction caused by the 1983 Nihonkai-Chubu earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 28(2):61-72. https://doi.org/10.3208/sandf1972.28.2_61
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

T1 - Douhe Bridge

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.68541 118.20774 Download
✓
Remarks: Douhe River near park, 250 m upstream from the bridge. Zhou and Zhang (1979); Moss et al. (2009, 2011)
Associated Files Actions
Map of re-tested sites (Moss et al. 2009) View Download
Map of test sites (Zhou and Zhang 1979) View Download
Map of re-tested sites in proximity to Tangshan City (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

Cc17

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.9143 139.0617 Download
✓
Remarks: Kishida (1966), Cetin et al. (2018). Location approximated using map of testing locations from Kishida (1966). "The [Shinano] river has built up a considerable thickness of alluvial sand deposits, which along the coast have been overlain by deposits of dune sand... The sand extents to a depth of ~100' and alluvial deposits to 200-300'. In the vicinity of the river the ground is relatively flat" (Cetin et al. 2018).
Associated Files Actions
Location of Test Sites (Kishida 1966) View Download
Cross-sections under Niigata City (Kishida 1966) View Download
Associated Citations Link
Kishida, H. (1966). Damage to reinforced concrete buildings in Niigata city with special reference to foundation engineering. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 7(1): 71-88. https://doi.org/10.3208/sandf1960.6.71
Ishihara, K., Koga, Y. (1981). Case studies of liquefaction in the 1964 Niigata earthquake. Japanese Society of Soil Mechanics and Foundation Engineering, 21(3):35-52 https://doi.org/10.3208/sandf1972.21.3_35
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

T2 - Wali

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.6986 118.34025 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). From translation of the Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Map of re-tested sites (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T4 - Gaozhuangzi

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.54745 118.13343 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). From translation of the Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Map of re-tested sites (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T5 - Plant Seed Ranch

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.56293 118.18641 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). From translation of the Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Map of re-tested sites (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T6 - Xidafutuo

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.56293 118.18641 Download
✓
Remarks: Approximately 130 m from intersection where 78/79 measurements and SASW measurements were performed. Zhou and Zhang (1979); Moss et al. (2009, 2011). From translation of the Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Map of re-tested sites (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T7 - Dongdafutuo

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.55876 118.19913 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). From translation of the Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Liquefaction documented by Zhou and Zhang (1979) View Download
Map of re-tested sites (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T8 - Laobianzhang

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.54255 118.20538 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). From translation of the Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Map of re-tested sites (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T9 - Daodi, Rice Field

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.52287 118.21356 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). From translation of the Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Map of re-tested sites (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T10 - Jingzhuang

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.53253 118.20206 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). From translation of the Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Map of re-tested sites (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T11 - Fanzhuang

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.51628 118.20302 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). Note about general testing procedure for all Tangshan sites, according to translation of Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Map of re-tested sites (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T12 - Xuanzhuang

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.50315 118.13576 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). "Up to 50m from 78/79 data, but coincident with SASW measurements" (Moss et al 2009). From translation of Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Map of re-tested sites (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T13 - Caogezhuang

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.58128 118.32427 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). "100m from SASW measurements" (Moss et al 2009). From translation of Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Map of re-tested sites (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T16 - Dongtuozitou

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.75266 118.68437 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). "Encountered old brick foundation near the surface" (Moss et al 2009). From translation of Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Map of re-tested sites (Moss et al. 2009) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T19 - Jiangpao

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.54545 118.70051 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). Location approximated from site map given by Zhou and Zhang (1979). From translation of Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T21 - Crematory

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.48637 118.67279 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). Location approximated from site map given by Zhou and Zhang (1979). From translation of Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T22 - Xinzhuangzi

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.46351 118.65812 Download
✓
Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). Location approximated from site map given by Zhou and Zhang (1979). From translation of Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T30 - Magezhuang

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.40985 118.81973 Download
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Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). Location approximated from site map given by Zhou and Zhang (1979). From translation of Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T32 - Caigezhuang

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.40454 118.8913 Download
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Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). Location approximated from site map given by Zhou and Zhang (1979). From translation of Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

T36 - Maozhuang

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.42161 118.97049 Download
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Remarks: Zhou and Zhang (1979); Moss et al. (2009, 2011). Location approximated from site map given by Zhou and Zhang (1979). From translation of Zhou and Zhang (1979) report: "Generally one borehole was used to secure samples for determination of properties. Two to three holes were used for standard penetration tests. One to three holes were used for static cone penetration tests. Spacings between two neighboring boreholes were about 2 m."
Associated Files Actions
Map of test sites (Zhou and Zhang 1979) View Download
Associated Citations Link
Zhou, S. G. and Zhang, S. M. (1979). Liquefaction Investigation in Tangshan District. Ministry of Railway, China (in Chinese).
Moss, R.E.S., Kayen, R., Tong, L., Liu, S., Cai, G., Wu, J. (2009). Reinvestigation of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Report 2009/102, Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/web_peer9102_robb_eric_s._moss_robert_kayen_liyuan_tong_songyu_liu.pdf
Moss, R.E.S., Kayen, R.E., Tong, L.-Y., Liu, S.-Y., Cai, G.-J, Wu, J. (2011). Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(4): 334-343. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000406

River Site

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.896835 139.015857 Download
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Remarks: Ishihara et al. (1978, 1979), Cetin et al. (2018). Location approximated using site map in Fig. 1 from Ishihara et al. (1979). "The [Shinano] river has built up a considerable thickness of alluvial sand deposits, which along the coast have been overlain by deposits of dune sand... The sand extents to a depth of ~100' and alluvial deposits to 200-300'. In the vicinity of the river the ground is relatively flat... The River Site was located ~ 10 m from the bank of the Shinano river. The site was reclaimed in 1955 by constructing a dike along the river channel. The top 1 m consists of uncompacted fill dumped in air. Undensified fine sand dumped through water between depth of 1-3m. From 3-5 m overconsolidated medium sand deposits. Fluvial river deposits consisting of medium sand with occasional silt lenses" (Cetin et al. 2018).
Associated Files Actions
Site Map (Ishihara et al. 1979) View Download
Location of SPT and large-diameter sampling (Ishihara et al. 1978) View Download
Cross section between River Site and Road Site (Ishihara et al. 1979) View Download
Depths of large-diameter samples (Ishihara et al. 1978) View Download
Index property values and CTRX values, Osterberg samples (Ishihara et al. 1979) View Download
Index property values and CTRX values, large-diameter samples (Ishihara et al. 1978) View Download
Associated Citations Link
Ishihara, K., Silver, M.L., Kitagawa, H. (1978). Cyclic strengths of undisturbed sands obtained by large diameter sampling. Japanese Society of Soil Mechanics and Foundation Engineering, 18(4): 61-76. https://doi.org/10.3208/sandf1972.18.4_61
Ishihara, K., Silver, M.L., Kitagawa, H. (1979). Cyclic strength of undisturbed sands obtained by a piston sampler. Japanese Society of Soil Mechanics and Foundation Engineering, 19(3): 61-76. https://doi.org/10.3208/sandf1972.19.3_61
Ishihara, K., Koga, Y. (1981). Case studies of liquefaction in the 1964 Niigata earthquake. Japanese Society of Soil Mechanics and Foundation Engineering, 21(3):35-52 https://doi.org/10.3208/sandf1972.21.3_35
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Road Site

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.89553 139.01977 Download
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Remarks: Ishihara et al. (1978, 1979), Cetin et al. (2018). Location approximated using site map in Fig. 1 from Ishihara et al. (1979). "The [Shinano] river has built up a considerable thickness of alluvial sand deposits, which along the coast have been overlain by deposits of dune sand... The sand extents to a depth of ~100' and alluvial deposits to 200-300'.... The Road Site was located on level ground adjacent to the road ~ 350 m from the Shinano River bank. The top 1.5 m consists of surface soil which is underlain to a depth of 4 m by silt and sandy silt. Below 4 m the soil profile consists of alternate layers of medium sand and silt to a depth of 16 m" (Cetin et al. 2018).
Associated Files Actions
Site Map (Ishihara et al. 1979) View Download
Cross section of River and Road sites (Ishihara et al. 1979) View Download
Associated Citations Link
Ishihara, K., Silver, M.L., Kitagawa, H. (1978). Cyclic strengths of undisturbed sands obtained by large diameter sampling. Japanese Society of Soil Mechanics and Foundation Engineering, 18(4): 61-76. https://doi.org/10.3208/sandf1972.18.4_61
Ishihara, K., Silver, M.L., Kitagawa, H. (1979). Cyclic strength of undisturbed sands obtained by a piston sampler. Japanese Society of Soil Mechanics and Foundation Engineering, 19(3): 61-76. https://doi.org/10.3208/sandf1972.19.3_61
Ishihara, K., Koga, Y. (1981). Case studies of liquefaction in the 1964 Niigata earthquake. Japanese Society of Soil Mechanics and Foundation Engineering, 21(3):35-52 https://doi.org/10.3208/sandf1972.21.3_35
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Hachinohe

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.568488 141.479351 Download
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Remarks: Ohsaki 1970; Cetin et al. 2018. Site of a paper-manufacturing plant. "A part of the ground consisted of loose sand and the other part was of dense sand, the latter suffering little damage. The part of loose sand had been compacted locally by means of vibroflotation, which demonstrated its effectiveness for preventing liquefaction" (Ohsaki 1970). "The site is a flat, sandy beach fronting on the Pacific Ocean. The sites consist of sands almost entirely down to a depth of more than 20 m from the ground surface containing large quantity of iron sand. However, the iron sand had been excavated and backfilled with waste sand except at P2 & 5" (Cetin et al. 2018). "...excavation and backfilling had been made almost all over the site, as shown in Fig. 4, except in a wood at the central part of the site and along a few paths within the site. There were several swampy places along the west border of the site" (Ohsaki 1970). Location approximated from maps given in Ohsaki (1970).
Associated Files Actions
Vicinity map of Hachinohe City (Ohsaki 1970) View Download
Map of testing locations (Ohsaki 1970) View Download
Map of excavated and backfilled areas (Ohsaki 1970) View Download
Map of liquefaction and cracking of the ground (Ohsaki 1970) View Download
Location of buildings and structures (Ohsaki 1970) View Download
Soil Stratigraphy (Ohsaki 1970) View Download
Associated Citations Link
Ohsaki, Y. (1966). Niigata Earthquakes, 1964, Building Damage Conditions. Soils and Foundations, (6)2: 14-37. https://doi.org/10.3208/sandf1960.6.2_14
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Nanaehama

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
41.818425 140.643984 Download
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Remarks: Kishida 1970; Cetin et al. 2018. Nanaehama beach along Hakodate Bay in Kamiiso Town on Hokkaido Island (Note: Kamiiso Town was later merged with Ono to form the current city of Hokuto). "the liquefaction of the soil occurred at the place where reclamation was made by hydraulic fills at about three years before the earthquake" (Kishida 1970). Three SPT borings were performed days before the earthquake, and six additional borings were performed after the earthquake. Location approximated based on the description and site map given in Kishida (1970).
Associated Files Actions
Site Map, testing locations (Kishida 1970) View Download
Typical grain size distribution curves of soils (Kishida 1970) View Download
Grain composition and roundness of spouted sands (Kishida 1970) View Download
Ground composition and roundness of investigated soils (Kishida 1970) View Download
SPTs, No 1, 2, and 3 (Kishida 1970) View Download
SPTs, No 4, 5, and 6 post-earthquake (Kishida 1970) View Download
SPT No 7 post-earthquake (Kishida 1970) View Download
SPT No 8 post-earthquake (Kishida 1970) View Download
SPT No 9 post-earthquake (Kishida 1970) View Download
Associated Citations Link
Kishida, H. (1970). Characteristics of liquefaction of level sandy ground during the Tokachioki earthquake. Soils and Foundations, 10(2): 103-111. https://doi.org/10.3208/sandf1960.10.2_103
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Juvenile Hall

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.313722 -118.48406 Download
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Remarks: Bennett (1989), Cetin et al. (2018). Area surrounding San Fernando Valley Juvenile Hall. The site is located north of the main trace of surface faulting on the upthrust block. Within a small synclinal basin bounded on the north and south by hills composed of clastic sedimentary rocks. The basin contains several alluvial fans that originate from Welden, Grapevine, and Sombrero canyons.
Associated Files Actions
San Fernando Valley (Bennett 1989) View Download
Area of lateral spread (Bennett 1989) View Download
Site map - locations of tests, sand boils, and ground cracks (Bennett 1989) View Download
CPTs 1-9, cross section AB (Bennett 1989) View Download
CPTs 10-12, cross section CD (Bennett 1989) View Download
Associated Citations Link
Thompson, J. H. (1973). San Fernando Valley Juvenile Hall. In Murphy, L. M. (editor), San Fernando, California, Earthquake of February 9, 1971, Vol. I, part A: U.S. Department of Commerce, U.S. Government Printing Office, Washington, DC, pp. 147-162.
Bennett, M.J. (1989). Liquefaction Analysis of the 1971 Ground Failure at the San Fernando Valley Juvenile Hall, California. Bulletin of the Association of Engineering Geologists, 26(2): 209-226. https://doi.org/10.2113/gseegeosci.xxvi.2.209
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Takeda Elementary School

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.93431 140.415037 Download
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Remarks: Yasudo & Tohno (1988), Cetin et al. (2018). Nakazata Town (Takeda Elementary School). In the coastal plain of Aomori Prefecture.
Associated Citations Link
Yasuda, S., Tohno, I. (1988). Sites of reliquefaction caused by the 1983 Nihonkai-Chubu earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 28(2):61-72. https://doi.org/10.3208/sandf1972.28.2_61
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Hakodate

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
41.782 140.726 Download
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Remarks: Cetin et al. (2018), Iai et al. (1989). There is ambiguity if the site is free field or not in the vicinity of Pacific Ocean. Location of station PARI 0013 from CESMD Strong Motion Data Set
Associated Files Actions
Hakodate Vicinity Map. Iai et al 1989 View Download
Associated Citations Link
Iai, S., Tsuchida, H., Koizumi, K. (1989). A liquefaction criterion based on field performances around seismograph stations. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 29(2):52-68. https://doi.org/10.3208/sandf1972.29.2_52
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Delta

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
32.348979 -115.168886 Download
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Remarks: Diaz-Rodriguez (1984), Diaz-Rodriguez and Armijo-Palacio (1991), Diaz-Rodriguez (1983, spanish), Armijo-Palacio (1987, spanish), and Anderson et al. (1982). Location approximated using Figures 2 and 3 by Diaz-Rodriguez and Armijo-Palacio (1991).
Associated Files Actions
Site plan at Delta Site 3-prime (Diaz-Rodriguez and Armijo-Palacio 1991) View Download
Regional Map of Mexicali Valley (Diaz-Rodriguez and Armijo-Palacio 1991) View Download
Locations of Exploration Sites (Diaz-Rodriguez and Armijo-Palacio 1991) View Download
Associated Citations Link
Anderson, J. G. and Simons, R. S. (1982). The Mexicali Valley Earthquake of 9 June 1980. Earthquake Engineering Research Institute Newsletter, 16(3), 73-105. https://nisee.berkeley.edu/elibrary/Text/S21710
Diaz-Rodriguez, J. A. (1983). Investigation del Comportamiento Seismico de Suelos Granulares Finos. Doctoral Thesis, Universidad Nacional Autonoma Mexico. http://132.248.9.195/pmig2016/0056823/0056823.pdf
Diaz-Rodriguez, J. A. (1984). Liquefaction in the Mexicali Valley During the Earthquake of June 9, 1980. Eighth World Conference on Earthquake Engineering EERI, San Francisco, 223-230. https://www.researchgate.net/publication/264622444_Liquefaction_in_the_Mexicali_Valley_during_the_earthquake_of_June_9_1980
Armijo-Palacio, G. (1987). Potencialidad a la Licuacion de un Deposito de Arena Limosa Mediante Cono Electico. Master's Thesis, Universidad National Autonoma Mexico. http://132.248.9.195/pmig2018/0054064/0054064.pdf
Diaz-Rodriguez, J. A. and Armijo-Palacio, G. (1991). Liquefaction Potential of Fine Cohesionless Soils Using the CPT. Soils and Foundations, Journal of the Japanese Society of Soil Mechanics and Foundation Engineering, 31(3), 111-119. https://doi.org/10.3208/sandf1972.31.3_111
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Nakajima - Akita Port

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.757497 140.056283 Download
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Remarks: Cetin et al. (2018), Iai et al (1989). 1983 Nihonkai-chubu Earthquake. Location approximated from Figure 8 of Iai et al. (1989). There is an ambiguity if the site is free field or not in the vicinity of Akita Port Channel which is 10 m in depth.
Associated Files Actions
Akita Port Vicinity and Site Map of Investigated Sites View Download
Associated Citations Link
Iai, S., Tsuchida, H., Koizumi, K. (1989). A liquefaction criterion based on field performances around seismograph stations. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 29(2):52-68. https://doi.org/10.3208/sandf1972.29.2_52
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Port Island Site I

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.6764556 135.2062028 Download
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Remarks: Tokimatsu et al. (1996), Cetin et al. (2018).  The site is located on Port Island (reclaimed land, construction began in 1966, with first stage completed in 1980 and second stage began in 1986).  Location approximated from Figure 12(a) of Tokimatsu et al. (1996).
Associated Files Actions
Port Island Geomorphological Map (Tokimatsu et al 1996) View Download
Map of Site Locations (Tokimatsu et al. 1996) View Download
Associated Citations Link
Tokimatsu, K., Mizuno, H., and Kakurai, M. (1996). Building Damage Associated with Geotechnical Problems. Special Issue of Soils and Foundations on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake, January 1996, pp. 219- 234. https://doi.org/10.3208/sandf.36.Special_219
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Port Island Improved Site (Ikegaya)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.66056 135.21096 Download
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Remarks: Yasuda et al. (1996), Cetin et al. (2018).  The site is located on Port Island (reclaimed land, construction began in 1966, with first stage completed in 1980 and second stage began in 1986), with ground improvement by the rod (vibro) compaction method applied in the immediate area of this site.  Location coincides with the Kobe City Port Island Treatment Plant, and is approximated based on Figure 1 of Ikegaya (1980).
Associated Files Actions
Port Island Improvement Zones (Yasuda et al 1996) View Download
Port Island Contour lines of Ground Subsidence (Yasuda et al 1996) View Download
Associated Citations Link
Yasuda, S., Ishihara, K., Harada, K., and Shinkawa, N. (1996). Effect of Soil Improvement on Ground Subsidence Due to Liquefaction. Special Issue of Soils and Foundations on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake, January 1996, pp. 99-107. https://doi.org/10.3208/sandf.36.Special_99
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Ikegaya, M. (1980). “Examples of ground improvement with sand drain piles,” Journal of Japan Sewage Work Association, Vol. 17, No. 190, pp. 30-39 (in Japanese).

Port Island Improved Site (Watanabe)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.66462 135.21818 Download
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Remarks: Yasuda et al. (1996), Cetin et al. (2018).  The site is located on Port Island (reclaimed land, construction began in 1966, with first stage completed in 1980 and second stage began in 1986), with ground improvement by the rod (vibro) compaction method applied in the immediate area of this site.  Location approximated from Figure 4 of Yasuda et al. (1996), assuming a location on the map where rod compaction method was used and where no liquefaction was observed (see Figure 13).
Associated Files Actions
Port Island Improvement Zones (Yasuda et al 1996) View Download
Port Island Contour lines of Ground Subsidence (Yasuda et al 1996) View Download
Associated Citations Link
Yasuda, S., Ishihara, K., Harada, K., and Shinkawa, N. (1996). Effect of Soil Improvement on Ground Subsidence Due to Liquefaction. Special Issue of Soils and Foundations on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake, January 1996, pp. 99-107. https://doi.org/10.3208/sandf.36.Special_99
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Port Island Improved Site (Tanahashi)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.66945 135.23212 Download
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Remarks: Yasuda et al. (1996), Cetin et al. (2018).  The site is located on Port Island (reclaimed land, construction began in 1966, with first stage completed in 1980 and second stage began in 1986), with ground improvement by the rod (vibro) compaction method applied in the immediate area of this site.  Location approximated from Photo 1 of Oh-Oka et al. (1998) and aligns with one of the locations in Figure 4 of Yasuda et al. (1996) where rod compaction method was used.
Associated Files Actions
Port Island Improvement Zones (Yasuda et al 1996) View Download
Port Island Contour lines of Ground Subsidence (Yasuda et al 1996) View Download
Associated Citations Link
Yasuda, S., Ishihara, K., Harada, K., and Shinkawa, N. (1996). Effect of Soil Improvement on Ground Subsidence Due to Liquefaction. Special Issue of Soils and Foundations on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake, January 1996, pp. 99-107. https://doi.org/10.3208/sandf.36.Special_99
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Rokko Island Building D

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.6866944 135.2604194 Download
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Remarks: Tokimatsu et al. (1996), Cetin et al. (2018). The northern area of Rokko Island were filled mainly with Masado. Rokko Island was constructed from 1972 to 1990. The southern part of Rokko Island consist of mainly of crushed tuff and sandstone of the Kobe and Osaka Groups from Rokko Mountains. The soils of southern Rokko Island includes more fines and clay, i.e about 20 % and 10 % compared with about 15 % and 5 % of decomposed granite (Masado). Building D is located in the southern part of Rokko Island. Site has been improved by sand compaction piles. Location approximated from Figure 12(b) of Tokimatsu et al. (1996).
Associated Files Actions
Rokko Island effects of sand compaction piles on building performance (Tokimatsu et al 1996) View Download
Cross section of Rokko Island (Shibata et al 1996) View Download
Rokko Island Geomorphological map (Tokimatsu et al 1996) View Download
Rokko Island grain size distribution for fill (Yasuda et al 1996) View Download
Rokko Island Improvement Zones (Yasuda et al 1996) View Download
Map of Rokko Island and Port Island (Yasuda et al 1996) View Download
Rokko Island map of locations with shallow groundwater (Tokimatsu et al 1996) View Download
Rokko Island Site A and Site C grain size distribution (Tokimatsu et al 1996) View Download
Associated Citations Link
Tokimatsu, K., Mizuno, H., and Kakurai, M. (1996). Building Damage Associated with Geotechnical Problems. Special Issue of Soils and Foundations on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake, January 1996, pp. 219- 234. https://doi.org/10.3208/sandf.36.Special_219
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Rokko Island Site G

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.6928111 135.2556889 Download
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Remarks: Tokimatsu et al. (1996), Cetin et al. (2018). The northern area of Rokko Island were filled mainly with Masado. Rokko Island was constructed from 1972 to 1990. Site G is located in the northern part of Rokko Island. Location approximated from Figure 12(b) of Tokimatsu et al. (1996).
Associated Files Actions
Rokko Island effects of sand compaction piles on building performance (Tokimatsu et al 1996) View Download
Cross section of Rokko Island (Shibata et al 1996) View Download
Rokko Island Geomorphological map (Tokimatsu et al 1996) View Download
Rokko Island grain size distribution for fill (Yasuda et al 1996) View Download
Rokko Island Improvement Zones (Yasuda et al 1996) View Download
Map of Rokko Island and Port Island (Yasuda et al 1996) View Download
Rokko Island map of locations with shallow groundwater (Tokimatsu et al 1996) View Download
Rokko Island Site A and Site C grain size distribution (Tokimatsu et al 1996) View Download
Associated Citations Link
Tokimatsu, K., Mizuno, H., and Kakurai, M. (1996). Building Damage Associated with Geotechnical Problems. Special Issue of Soils and Foundations on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake, January 1996, pp. 219- 234. https://doi.org/10.3208/sandf.36.Special_219
Yasuda, S., Ishihara, K., Harada, K., and Shinkawa, N. (1996). Effect of Soil Improvement on Ground Subsidence Due to Liquefaction. Special Issue of Soils and Foundations on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake, January 1996, pp. 99-107. https://doi.org/10.3208/sandf.36.Special_99
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Noshiro Section N-7

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.20103 140.02079 Download
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Remarks: Cetin et al. (2018), Hamada (1992). Noshiro is an area located in Akita Prefecture. The site is gently sloped (1-3%). Location approximated from Figure 23: Section Lines for Survey on Soil Conditions (Hamada 1992).
Associated Files Actions
Figure 23: Noshiro Section Line for Survey on Soil conditions (ZONE II). (Hamada 1992) View Download
Associated Citations Link
Hamada, M. (1992). Large ground deformations and their effects on lifelines: 1983 Nihonkai-Chubu earthquake. Ch 4 from Case Studies of Liquefaction and Lifeline Performance During Past Earthquakes, Volume 1, Technical Report NCEER-92-0001. https://www.eng.buffalo.edu/mceer-reports/92/92-0001.pdf
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Torishima Dike

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.684575 135.4360861 Download
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Remarks: Matsuo (1996). Torishima Dike (left levee of the Yodo-gawa river) was designed to protect against the high sea tide of 5.2 m above mean sea level. The core of the dike was a soil embankment, and the river side surface was protected by a concrete parapet wall, the design height of which was 8.1 m from the sea level. The rear slope and the top were faced with concrete blocks and asphalt pavement, respectively. The dike is underlain by Holocene deposit with a thickness of 30 m, called the Umeda layer. The deposit consists of, from the top to bottom, the upper sandy layer (As2), clay layer (Ac), and the lower sandy layer (As11). The thickness of Holocene deposit decreases downstream. The As2 layer is also divided by the upper (As2-2) and lower (As2-1) layer. Location of site was assumed to be 1.4 km upstream from mouth of Yodo River.
Associated Files Actions
Torishima Dike grain size distribution of upper sandy layer (Matsuo 1996) View Download
Torishima Dike cross section of soil profile along dike (Matsuo 1996) View Download
Cyclic triaxial test results for upper sandy layer, AS2-2 (Matsuo 1996) View Download
Associated Citations Link
Matsuo, O. (1996). Damage to River Dikes. Special Issue of Soils and Foundations on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake, January 1996, pp. 235-240. https://doi.org/10.3208/sandf.36.Special_235
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Ashiyahama

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.719464 135.315283 Download
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Remarks: Shibata et al. (1996), Cetin et al. (2018). Ashiyahama is located on reclaimed land (reclaimed from 1969 to 1975). An alluvial clay layer was deposited just beneath the old sea level, and the total thickness of the reclamation is 13 to 15 m. The fill material used was mainly debris from mountainside construction sites (source: Kobe Group, consisting of tuff, sandstone, and mudstone). In transit, crushing and weathering altered the grain size distribution to one higher in fines content than the natural material. Result: Masado soil. Location approximated using Figure 11 from Shibata et al. (1996).
Associated Files Actions
Grain-size distribution curves for Mountain and Marine Sands (Shibata et al. 1996) View Download
Associated Citations Link
Shibata, T., Oka, F., Ozawa, Y. (1996). Characteristics of Ground Deformation Due to Liquefaction. Special Issue of Soils and Foundations on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake, January 1996, pp. 65-79. https://doi.org/10.3208/sandf.36.Special_65
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Gaiko - Akita Port

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.764708 140.040157 Download
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Remarks: Cetin et al. (2018), Iai et al (1989), Hamada (1992). Gaiko is an area of reclaimed land in the Akita Port (Harbor) area. Location approximated from Figure 8 of Iai et al. (1989). There is an ambiguity if the site is free field or not in the vicinity of Akita Port Channel which is 10 m in depth.
Associated Files Actions
Figure 4: Survey Area of Permanent Ground Displacements and Their Related Damage in Noshiro City and Akita Harbor ( Hamada 1992) View Download
Figure 8: Investigation Site in Akita Port ( Iai et. al 1989) View Download
Associated Citations Link
Iai, S., Tsuchida, H., Koizumi, K. (1989). A liquefaction criterion based on field performances around seismograph stations. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 29(2):52-68. https://doi.org/10.3208/sandf1972.29.2_52
Hamada, M. (1992). Large ground deformations and their effects on lifelines: 1983 Nihonkai-Chubu earthquake. Ch 4 from Case Studies of Liquefaction and Lifeline Performance During Past Earthquakes, Volume 1, Technical Report NCEER-92-0001. https://www.eng.buffalo.edu/mceer-reports/92/92-0001.pdf
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Whakatane Board Mill - Saw Mill

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.953733 176.963914 Download
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Remarks: Christensen (1995), Moss (2003). This site is a saw mill (known to be in operation on March 2, 1987, later abandoned) beside a board mill operated by New Zealand Forest Products Limited on the outskirts of Whakatane. Location approximated from site map (Figure 11.1) given in Christensen (1995).
Associated Files Actions
Whakatane Board Mill Site Map (Christensen 1995) View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Adapazari Site B

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.784787 30.400069 Download
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Remarks: Site B - Kuyudibi Ave. and Yaprak Street,Karaosman District, Adapazari. Bray et al. 2004. Moss 2003. PEER website: https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase1/site_b/index.html
Associated Files Actions
PEER Site map B Download

Adapazari Site C

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.783571 30.392187 Download
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Remarks: Bray et. al (2004). PEER (2020) https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase1/site_c/index.html. Boluk Street, Istiklal District, Adapazari. Dissimilar performance of three nearly identifcal reinforced concrete 5 story apartment buildings that illustrate the important influence of variations in shallow soil deposits over short distances within Adapazari. Bray et. al (2004).
Associated Files Actions
PEER Site map C Download
Associated Citations Link
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Bray, J. D., Sancio, R. B., Durgunoglu, T., Onalp, A., Youd, T. L., Stewart, J. P., Seed, R.B., Cetin, O.K., Bol, E., Baturay, M.B., Christensen, C., Karadayilar, T. (2004). Subsurface characterization at ground failure sites in Adapazari, Turkey. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(7), 673-685. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673)

Adapazari Site D

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.76929 30.40828 Download
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Remarks: Bray et al. 2004. Moss 2003. PEER website: https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase1/site_d/index.html. Site D - Meydan Street, Cukurahmediye District, Adapazari.
Associated Files Actions
PEER Site map D Download
Associated Citations Link
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Bray, J. D., Sancio, R. B., Durgunoglu, T., Onalp, A., Youd, T. L., Stewart, J. P., Seed, R.B., Cetin, O.K., Bol, E., Baturay, M.B., Christensen, C., Karadayilar, T. (2004). Subsurface characterization at ground failure sites in Adapazari, Turkey. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(7), 673-685. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673)

Adapazari Site F

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.771287 30.407781 Download
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Remarks: Bray et. al (2004). PEER (2000): https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase1/site_f/index.html. Sonmez Street, Yenigun District, Adapazari
Associated Files Actions
PEER Site map F Download
Associated Citations Link
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Bray, J. D., Sancio, R. B., Durgunoglu, T., Onalp, A., Youd, T. L., Stewart, J. P., Seed, R.B., Cetin, O.K., Bol, E., Baturay, M.B., Christensen, C., Karadayilar, T. (2004). Subsurface characterization at ground failure sites in Adapazari, Turkey. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(7), 673-685. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673)

Adapazari Site E

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.77752 30.405489 Download
✓
Remarks: Bray et. al (2004). PEER (2020) https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase1/site_c/index.html. Kavaklar Ave., Tigcilar District Adapazari, Turkey
Associated Files Actions
PEER Site map E Download
Associated Citations Link
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Bray, J. D., Sancio, R. B., Durgunoglu, T., Onalp, A., Youd, T. L., Stewart, J. P., Seed, R.B., Cetin, O.K., Bol, E., Baturay, M.B., Christensen, C., Karadayilar, T. (2004). Subsurface characterization at ground failure sites in Adapazari, Turkey. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(7), 673-685. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673)

Adapazari Site G

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.774313 30.408613 Download
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Remarks: Bray et al. 2004. Moss 2003. PEER website: https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase1/site_g/index.htmll. Site E - Hasircilar Avenue, Yenigun District, Adapazari.
Associated Files Actions
PEER Site map G Download
Associated Citations Link
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Bray, J. D., Sancio, R. B., Durgunoglu, T., Onalp, A., Youd, T. L., Stewart, J. P., Seed, R.B., Cetin, O.K., Bol, E., Baturay, M.B., Christensen, C., Karadayilar, T. (2004). Subsurface characterization at ground failure sites in Adapazari, Turkey. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(7), 673-685. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673)

Adapazari Site H

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.784124 30.413 Download
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Remarks: Bray et al. 2004. Moss 2003. PEER website:https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase1/site_h/index.html . Kinali Street, Yagcilar District, Adapazari.
Associated Files Actions
PEER Site map H Download
Associated Citations Link
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Bray, J. D., Sancio, R. B., Durgunoglu, T., Onalp, A., Youd, T. L., Stewart, J. P., Seed, R.B., Cetin, O.K., Bol, E., Baturay, M.B., Christensen, C., Karadayilar, T. (2004). Subsurface characterization at ground failure sites in Adapazari, Turkey. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(7), 673-685. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673)

Adapazari Site I

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.776751 30.39225 Download
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Remarks: Bray et al. 2004. Moss 2003. PEER website: https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase1/site_i/index.html . Cark Avenue, Semerciler District, Adapazari.
Associated Files Actions
PEER Site map I Download
Associated Citations Link
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Bray, J. D., Sancio, R. B., Durgunoglu, T., Onalp, A., Youd, T. L., Stewart, J. P., Seed, R.B., Cetin, O.K., Bol, E., Baturay, M.B., Christensen, C., Karadayilar, T. (2004). Subsurface characterization at ground failure sites in Adapazari, Turkey. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(7), 673-685. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673)

Adapazari Site J

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.774864 30.410662 Download
✓
Associated Files Actions
PEER Site map J Download
Associated Citations Link
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Bray, J. D., Sancio, R. B., Durgunoglu, T., Onalp, A., Youd, T. L., Stewart, J. P., Seed, R.B., Cetin, O.K., Bol, E., Baturay, M.B., Christensen, C., Karadayilar, T. (2004). Subsurface characterization at ground failure sites in Adapazari, Turkey. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(7), 673-685. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673)

Adapazari Site K

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.777518 30.403755 Download
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Remarks: Bray et al. 2004. Moss 2003. PEER website: https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase1/site_k/index.html . Location: Kavaklar Avenue, Tigcilar District, Adapazari.
Associated Files Actions
PEER Site map K Download
Associated Citations Link
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Bray, J. D., Sancio, R. B., Durgunoglu, T., Onalp, A., Youd, T. L., Stewart, J. P., Seed, R.B., Cetin, O.K., Bol, E., Baturay, M.B., Christensen, C., Karadayilar, T. (2004). Subsurface characterization at ground failure sites in Adapazari, Turkey. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(7), 673-685. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673)

Adapazari Site L

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.778603 30.402892 Download
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Remarks: Bray et al. 2004. Moss 2003. PEER website: https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase1/site_l/index.html . Location: Ankara Avenue, Orta District, Adapazari.
Associated Files Actions
PEER Site map L Download
Associated Citations Link
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Bray, J. D., Sancio, R. B., Durgunoglu, T., Onalp, A., Youd, T. L., Stewart, J. P., Seed, R.B., Cetin, O.K., Bol, E., Baturay, M.B., Christensen, C., Karadayilar, T. (2004). Subsurface characterization at ground failure sites in Adapazari, Turkey. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(7), 673-685. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673)

Farris Farm

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.910169 -121.745425 Composed of younger and older holocene fluvial deposits Download
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Remarks: Site information from Holzer et al (1994), Bennett and Tinsley (1995), Moss (2003), and Cetin et al (2018) "https://doi.org/10.1016/j.soildyn.2018.09.012" & "http://dx.doi.org/10.1016/j.dib.2018.08.043".
Associated Files Actions
Vicinity map (Bennett and Tinsley 1995) View Download
Locations of field tests (Bennett and Tinsley 1995) View Download
Cross section (Holzer et al. 1994) View Download
Locations of soundings (Holzer et al. 1994) View Download
Boring logs and CPT soundings (Bennett and Tinsley 1995) Download
Associated Citations Link
Shakal, A., Huang, M., Reichle, M., Ventura, C., Cao, T., Sherburne, R., Savage, M., Darragh, R., Petersen, C. (1989). CSMIP strong-motion records from the Santa Cruz Mountains (Loma Prieta), California earthquake of 17 October 1989. Report No. OSMS 89-06, California Department of Conservation, Division of Mines and Geology, Office of Strong Motion Studies, Sacramento, California. https://www.conservation.ca.gov/cgs/Pages/Program-SMIP/Reports/EQData/osms89-06.aspx
Holzer, T. L., Tinsley, J. C., III, Bennett, M. J., and Mueller, C. S. (1994). Observed and predicted ground deformation Miller Farm Lateral Spread, Watsonville, California. Proceedings, 5th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction. National Center for Earthquake Engineering Research, Report NCEER-94-0026, 79-99. https://www.eng.buffalo.edu/mceer-reports/94/94-0026.pdf
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663

Dust Management Center

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.702133 135.407735 Download
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Remarks: Test information from Suzuki et al. (2003). Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Moss, R. E. S., Der Kiureghian, A. K., Tokimatsu, K., Harder, L. F., and Kayen, R. E. (2000). Field Performance Case Histories for SPT-Based Evaluation of Soil Liquefaction Triggering Hazard, Geotechnical Engineering Research Report No. UCB/GT-2000/09, Geotechnical Engineering, Department of Civil Engineering, University of California at Berkeley. https://nisee.berkeley.edu/elibrary/Text/200802251
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Fukuzumi Park

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.712758 135.217507 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Hamakoshienn Housing Area

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.708333 135.364722 Download
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Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Honjyo Central Park

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.721107 135.291267 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Imazu Elementary School

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.722364 135.347088 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Kobe Art Institute

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.666471 135.210671 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Kobe Customs Maya Office - A

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.694943 135.227215 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Kobe Customs Maya Office - B

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.694518 135.226892 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Kobe Port Construction Office

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.687906 135.202779 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Kobe Wharf Public Company

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.670866 135.207196 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Koyo Elementary School

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.685632 135.264582 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Koyo Junior High School

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.688541 135.275363 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Koyo Pump Station

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.694518 135.269622 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Minatojima Junior High

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.671139 135.215877 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Nagashi Park

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.730021 135.270039 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

New Port No 6 Pier

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.690908 135.202272 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

New Wharf Construction Offices

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.661995 135.214132 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Nisseki Kobe Oil Tank Site - A

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.700945 135.229132 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Nisseki Kobe Oil Tank Site - B

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.700786 135.22855 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Shimonakajima Park

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.651836 135.130299 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Shiporex Kogyo Osaka Factory

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.708783 135.412781 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Sumiyoshi Elementary School

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.717134 135.264491 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Taito Kobe Factory

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.706549 135.298653 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Tokuyama Concrete Factory

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.703278 135.273106 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Yoshida Kogyo Factory

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.69014 135.259169 Download
✓
Remarks: Test information from Suzuki et al. (2003).  Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Map of Location (Suzuki et al 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

Port of Oakland, 7th Street Terminal (POO7)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.8043 -122.3395 Much of the extreme western region near the shoreline of Oakland, south of the Bay Bridge approach fill, is artificially filled land underlain by a relatively thin layer of soft, normally consolidated marine clay (Bay Mud). These shallow surface units are, in turn, underlain by upwards of 150 m of older, stiffer, sedimentary deposits below. Most of the surface fills at the Port of Oakland were hydraulically placed to sea level, above which a combination of hydraulic and dumped fill was placed. Following placement of the un-compacted hydraulic fill, a relatiely thick asphalt-cement pavement was lain in many of the terminal areas to support heavy vehicles and shipping containers. The hydraulic fills consist primarily of fine dredged sands and silty sands. (Mitchell et al. 1992) Download
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Remarks: Site information from Mitchell et al. (1992, 1994), Kayen (1993), Kayen et al. (1998). Located immediately south of the San Francisco - Oakland Bay Bridge. Geographic coordinates estimated from site maps provided in listed references.
Associated Files Actions
Map of Test Locations (Mitchell et al 1992) View Download
Map of Test Locations (Mitchell et al 1994) View Download
Port of Oakland Map of Vicinity (Mitchell et al 1994) View Download
POO7 Data Tables (Mitchell et al. 1994) Download
Associated Citations Link
Kayen, R.E., Mitchell, J. K., Seed, R. B., Lodge, A., Nishio, S., and Coutinho, R. (1992). Evaluation of SPT, CPT, and Shear Wave Based Methods for Liquefaction Potential Assessment Using Loma Prieta Data. Proceedings from the Fourth Japan-U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction Hamada, M. and O'Rourke, T. D. Technical Report NCEER-92-0019, Honolulu, 177-204. https://www.eng.buffalo.edu/mceer-reports/92/92-0019vol1.pdf
Kayen. R.E. (1993). Accelerogram-energy approach for prediction of earthquake-induced ground liquefaction. Dissertation, University of California, Berkeley.
Mitchell, J. K., Lodge, A. L., Coutinho, R. Q., Kayen, R. E., Seed, R. B., Nishio, S., and Stokoe, K. H., II (1994). Insitu test results from four Loma Prieta earthquake liquefaction sites: SPT, CPT, DMT and shear wave velocity. Earthquake Engineering Research Center, University of California at Berkeley, Report No. UCB/EERC-94/04. https://nisee.berkeley.edu/elibrary/Text/238854
Kayen, R. E., Mitchell, J. K., Seed, R. B., and Nishio, S. (1998). Soil Liquefaction in the East Bay During the Earthquake. Professional Paper 1551-B, U.S. Department of Interior, U.S. Geological Survey, p. 61-86. https://pubs.usgs.gov/pp/pp1551/pp1551b/pp1551b.pdf
Boulanger, R.W. and Idriss, I.M. (2014). CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM-14/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Boulanger_Idriss_CPT_and_SPT_Liq_triggering_CGM-14-01_20141.pdf

Port of Richmond, Hall Ave (POR)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.91028 -122.35939 Much of the land at the edges of Richmond Inner Harbor was created by placement of uncompacted sandy hydraulic fill. This site overlies deposits of soft to medium stiff, normally consolidated San Francisco Bay Mud, which are underlain, in turn, by deeper deposits of stiffer, overconsolidated non-cohesive and cohesive soils. The Bay Mud and older cohesionless soils naturally filled in a deep fluvial channel. Download
✓
Remarks: Site information from Mitchell et al. (1992, 1994), Kayen (1993), Kayen et al. (1998). Located at the western portion of Richmond Inner Harbor. Geographic coordinates estimated from site maps provided in listed references.
Associated Files Actions
Vicinity Map (Mitchell et al 1992) View Download
Map of Test Locations (Mitchell et al 1994) View Download
POR Data Tables (Mitchell et al. 1994) Download
Associated Citations Link
Kayen, R.E., Mitchell, J. K., Seed, R. B., Lodge, A., Nishio, S., and Coutinho, R. (1992). Evaluation of SPT, CPT, and Shear Wave Based Methods for Liquefaction Potential Assessment Using Loma Prieta Data. Proceedings from the Fourth Japan-U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction Hamada, M. and O'Rourke, T. D. Technical Report NCEER-92-0019, Honolulu, 177-204. https://www.eng.buffalo.edu/mceer-reports/92/92-0019vol1.pdf
Kayen. R.E. (1993). Accelerogram-energy approach for prediction of earthquake-induced ground liquefaction. Dissertation, University of California, Berkeley.
Mitchell, J. K., Lodge, A. L., Coutinho, R. Q., Kayen, R. E., Seed, R. B., Nishio, S., and Stokoe, K. H., II (1994). Insitu test results from four Loma Prieta earthquake liquefaction sites: SPT, CPT, DMT and shear wave velocity. Earthquake Engineering Research Center, University of California at Berkeley, Report No. UCB/EERC-94/04. https://nisee.berkeley.edu/elibrary/Text/238854
Kayen, R. E., Mitchell, J. K., Seed, R. B., and Nishio, S. (1998). Soil Liquefaction in the East Bay During the Earthquake. Professional Paper 1551-B, U.S. Department of Interior, U.S. Geological Survey, p. 61-86. https://pubs.usgs.gov/pp/pp1551/pp1551b/pp1551b.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

San Francisco-Oakland Bay Bridge (SFOBB)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.824 -122.314 Download
✓
Remarks: Site information from Mitchell et al. (1992, 1994), Kayen (1993), Kayen et al. (1998). Located on the San Francisco-Oakland Bay Bridge mole (peninsula-approach fill) immediately south of Emeryville. Geographic coordinates estimated from site maps provided in listed references.
Associated Files Actions
Map of Test Locations (Mitchell et al 1992) View Download
Map of Test Locations (Mitchell et al 1994) View Download
Data Tables (Mitchell et al. 1994) Download
Associated Citations Link
Kayen, R.E., Mitchell, J. K., Seed, R. B., Lodge, A., Nishio, S., and Coutinho, R. (1992). Evaluation of SPT, CPT, and Shear Wave Based Methods for Liquefaction Potential Assessment Using Loma Prieta Data. Proceedings from the Fourth Japan-U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction Hamada, M. and O'Rourke, T. D. Technical Report NCEER-92-0019, Honolulu, 177-204. https://www.eng.buffalo.edu/mceer-reports/92/92-0019vol1.pdf
Kayen. R.E. (1993). Accelerogram-energy approach for prediction of earthquake-induced ground liquefaction. Dissertation, University of California, Berkeley.
Mitchell, J. K., Lodge, A. L., Coutinho, R. Q., Kayen, R. E., Seed, R. B., Nishio, S., and Stokoe, K. H., II (1994). Insitu test results from four Loma Prieta earthquake liquefaction sites: SPT, CPT, DMT and shear wave velocity. Earthquake Engineering Research Center, University of California at Berkeley, Report No. UCB/EERC-94/04. https://nisee.berkeley.edu/elibrary/Text/238854
Kayen, R. E., Mitchell, J. K., Seed, R. B., and Nishio, S. (1998). Soil Liquefaction in the East Bay During the Earthquake. Professional Paper 1551-B, U.S. Department of Interior, U.S. Geological Survey, p. 61-86. https://pubs.usgs.gov/pp/pp1551/pp1551b/pp1551b.pdf
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Miller Farm (CMF)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.90747 -121.74077 Composed of younger and older holocene fluvial deposits Download
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Remarks: Site information from Holzer et al (1994), Bennett and Tinsley (1995), Moss (2003), and Cetin et al (2018) "https://doi.org/10.1016/j.soildyn.2018.09.012" & "http://dx.doi.org/10.1016/j.dib.2018.08.043".
Associated Files Actions
Miller Farm Vicinity, locations of soundings (Holzer et al 1994) View Download
Miller Farm Testing Locations View Download
Table 2: Bennett and Tinsley 1995 Table 2 Index Properties Download
Associated Citations Link
Holzer, T. L., Tinsley, J. C., III, Bennett, M. J., and Mueller, C. S. (1994). Observed and predicted ground deformation Miller Farm Lateral Spread, Watsonville, California. Proceedings, 5th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction. National Center for Earthquake Engineering Research, Report NCEER-94-0026, 79-99. https://www.eng.buffalo.edu/mceer-reports/94/94-0026.pdf
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Toprak, S., and Holzer, T. L. (2003). Liquefaction potential index: Field assessment. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129(4): 315-322. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:4(315)
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Leonardini (LEN)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.73708 -121.77875 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Leonardini Location of tests ( Bennett and Tinsley 1995) View Download
Leonardini Location of tests, zoom ( Bennett and Tinsley 1995) View Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Sea Mist (SEA)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.741 -121.79 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Sea Mist Location of Tests, zoom ( Bennett and Tinsley 1995) View Download
Sea Mist Location of tests, zoom 2 ( Bennett and Tinsley 1995) View Download
Sea Mist Location of Test ( Bennett and Tinsley 1995) View Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Radovich (RAD)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.909 -121.708 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Radovich Location of tests ( Bennett and Tinsley 1995) View Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Marinovich (MRR)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.916 -121.712 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Marinovich Location of tests ( Bennett and Tinsley 1995) View Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Tanimura (TAN)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.6946 -121.749 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Tanimura Location of Tests, zoom ( Bennett and Tinsley 1995) View Download
Tanimura Location of tests ( Bennett and Tinsley 1995) View Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Granite Construction Company (GRA)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.90281 -121.75187 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Granite Location of tests ( Bennett and Tinsley 1995) View Download
Granite Construction Surface samples ( Bennett and Tinsley 1995) Download
Associated Citations Link
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf

Southern Pacific Bridge (SPR)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.9025 -121.7535 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Southern Pacific Bridge Location of tests ( Bennett and Tinsley 1995) View Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Kett (KET)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.9516 -121.7223 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Kett locations of Test ( Bennett and Tinsley 1995) View Download
Kett Location of tests, zoom ( Bennett and Tinsley 1995) View Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Silliman (SIL)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.9107 -121.7158 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Silliman Location of tests ( Bennett and Tinsley 1995) View Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Pajaro Dunes (PD)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.8575 -121.8129 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999).
Associated Files Actions
Pajaro Dunes Location of tests ( Bennett and Tinsley 1995) View Download
Pajaro Dunes Location of tests, 2a ( Bennett and Tinsley 1995) View Download
Pajaro Dunes Location of tests, 2b ( Bennett and Tinsley 1995) View Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Boulanger, R.W. and Idriss, I.M. (2014). CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM-14/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Boulanger_Idriss_CPT_and_SPT_Liq_triggering_CGM-14-01_20141.pdf

Brady Farm

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.919295 176.843602 Alluvial Deposit Download
✓
Remarks: Christensen (1995), Zhao et al. (1997), Moss (2003). Location approximated from site map given in Christensen (1995).
Associated Files Actions
Brady Farm Site Map (Christensen 1995) View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Zhao, J. X., Dowrick, D. J., and McVerry, G. H. (1997). Attenuation of Peak Ground Accelerations in New Zealand Earthquakes. Bulletin of the New Zealand National Society for Earthquake Engineering, 30(2), 133-158. https://doi.org/10.5459/bnzsee.30.2.133-158
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Gordon Farm

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.900708 176.823189 Alluvial Deposit Download
✓
Remarks: Christensen (1995), Zhao et al. (1997), Moss (2003). Location approximated from site map given in Christensen (1995).
Associated Files Actions
Gordon Farm Site Map (Christensen 1995) View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Zhao, J. X., Dowrick, D. J., and McVerry, G. H. (1997). Attenuation of Peak Ground Accelerations in New Zealand Earthquakes. Bulletin of the New Zealand National Society for Earthquake Engineering, 30(2), 133-158. https://doi.org/10.5459/bnzsee.30.2.133-158
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Morris Farm

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.9292 176.8506 Alluvial Deposit Download
✓
Remarks: Christensen (1995), Zhao et al. (1997). Location approximated from site map given in Christensen (1995). Site classified as "level ground liquefaction site, though there is a gentle slope away from the river.
Associated Files Actions
Morris Farm Site Map (Christensen 1995) View Download
Associated Citations Link
Christensen, S. A. (1995). Liquefaction of Cohesionless Soils in the March 2, 1987 Edgecumbe Earthquake, Bay of Plenty, New Zealand, and Other Earthquakes. Masters of Engineering Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. https://www.eqc.govt.nz/research/research-papers/liquefaction-of-cohesionless-soils-in-the-march-2-1987-edgecumbe-earthquake-bay-of-plenty-new
Zhao, J. X., Dowrick, D. J., and McVerry, G. H. (1997). Attenuation of Peak Ground Accelerations in New Zealand Earthquakes. Bulletin of the New Zealand National Society for Earthquake Engineering, 30(2), 133-158. https://doi.org/10.5459/bnzsee.30.2.133-158
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Yuanlin MAA BH-10

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.96279 120.560759 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Boulanger, R.W. and Idriss, I.M. (2014). CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM-14/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Boulanger_Idriss_CPT_and_SPT_Liq_triggering_CGM-14-01_20141.pdf

Yuanlin MAA BH-27

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.946964 120.586761 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Boulanger, R.W. and Idriss, I.M. (2014). CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM-14/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Boulanger_Idriss_CPT_and_SPT_Liq_triggering_CGM-14-01_20141.pdf

Yuanlin MAA BH-28

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.948568 120.590742 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Boulanger, R.W. and Idriss, I.M. (2014). CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM-14/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Boulanger_Idriss_CPT_and_SPT_Liq_triggering_CGM-14-01_20141.pdf

Yuanlin MAA BH-31

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.944623 120.570904 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Boulanger, R.W. and Idriss, I.M. (2014). CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM-14/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Boulanger_Idriss_CPT_and_SPT_Liq_triggering_CGM-14-01_20141.pdf

Yuanlin MAA BH-40

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.89658 120.60815 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Boulanger, R.W. and Idriss, I.M. (2014). CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM-14/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Boulanger_Idriss_CPT_and_SPT_Liq_triggering_CGM-14-01_20141.pdf

Yuanlin MAA C-2, BH-3

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.985487 120.572252 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Yuanlin MAA C-3

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.98422 120.580124 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Yuanlin MAA C-4, BH-5

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.984543 120.586098 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Yuanlin MAA C-19, BH-25

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.950981 120.571216 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Yuanlin MAA C-22, BH-30

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.951263 120.596197 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Yuanlin MAA C-24, BH-29

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.949172 120.595033 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Yuanlin MAA C-25, BH-47

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.946015 120.598563 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA C-32, BH-21

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.95777 120.595377 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Yuanlin Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Arahama (A-9, Sewage Plant)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.04258 140.919003 Download
✓
Remarks: Tohno & Yasuda (1981) and Cetin et al. (2018). Also called "Site A-9" in Tohno & Yasuda (1981). Located at the Arahama Gesuiro sewage plant in Watari Town, Arahama District. Land reclaimed during 1946 through 1947. Geographic coordinates approximated based on Fig. 6 in Tohno & Yasuda (1981).
Associated Files Actions
Arahama Vicinity Map (Tohno and Yasuda 1981) View Download
Arahama Vicinity Map 2 (Tohno and Yasuda 1981) View Download

Hiyori

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.419355 141.27366 Download
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Remarks: Tsuchida et al. 1980, Tohno & Yasuda (1981), Cetin et al. (2018). Geographic location approximated from Fig. 1 in Tsuchida et al. (1980). Fear et al. (1995) connected the location of "Hiyori-18" from Seed et al. (1984) to the location of "Site C" from Tsuchida et al. (1980), based on personal communication with Tokimatsu (1993). Included in site "K-1" in Tohno and Yasuda (1981).
Associated Files Actions
Ishinomaki Port map (Tsuchida et al. 1980) View Download
Ishinomaki vicinity map (Tohno and Yasuda 1981) View Download
Associated Citations Link
Tsuchida, H., Iai, S., and Hayashi, S. (1980). Analysis of Liquefaction During the 1978 Off Miyagi Prefecture Earthquake. Proceeding of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey. Vol. 3, pp. 211-218.
Tohno, I., and Yasuda, S. (1981). Liquefaction of the Ground During the 1978 Miyagiken-Oki Earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 21(3): 18-34. https://doi.org/10.3208/sandf1972.21.3_18
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Kitawabuchi

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.53346 141.2157 Download
✓
Remarks: Iwasaki et al. (1981, in Japanese), Fear et al. (1995), Tohno and Yasuda (1981). Located in an old riverbed of the Eai River. Site P in Tohno and Yasuda (1981). Geographic coordinates only generally approximate the site, estimated from Figs. 3 and 5 of Tohno and Yasuda (1981).
Associated Files Actions
Locations of liquefaction (Tohno and Yasuda 1981) View Download
Locations of liquefaction and ground crack (Keefer 1978) View Download
Vicinity map (Tohno and Yasuda 1981) View Download
Location of liquefaction sites (Iwasaki 1986) View Download
Associated Citations Link
Keefer, D.K (1978). Liquefaction and damage to dikes. Miyagi-Ken-Oki, Japan Earthquake, June 12, 1978 Reconnaissance Report. Earthquake Engineering Research Institute, Berkeley CA. https://nehrpsearch.nist.gov/static/files/NSF/PB299419.pdf
Iwasaki, T., K. Tokida, T. Kimata (1981). Studies on estimation of sand liquefaction during earthquakes and their application to earthquake-resistant design. Technical Memorandum of the Public Works Research Institute, No. 1729 (September, 1981).
NBS, National Bureau of Standards (1981). Chapter 8, Liquefaction and Damage to Dikes. NBS Special Publication 592: An Investigation of the Miyagi-ken-oki, Japan, Earthquake of June 12, 1978. https://doi.org/10.6028/NBS.SP.592
Tohno, I., and Yasuda, S. (1981). Liquefaction of the Ground During the 1978 Miyagiken-Oki Earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 21(3): 18-34. https://doi.org/10.3208/sandf1972.21.3_18
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf
Iwasaki, T. (1986). Soil Liquefaction Studies in Japan: State-of-the-art. Soil Dynamics and Earthquake Engineering, 5(1): 1-68. https://doi.org/10.1016/0267-7261(86)90024-2
Fear, C. E., and McRoberts, E. C. (1995). Report on liquefaction potential and catalogue of case histories. Internal Research Report, Geotechnical Engineering Library, Dept. of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada, March (revision of September 1993 report).
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Nakajima

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.415014 141.26592 Download
✓
Remarks: Tsuchida et al. (1980), Tohno & Yasuda (1981), Cetin et al. (2018). Site is located at Ishinomaki Port "behind a steel sheetpile bulkhead," with "rock formation" at 58.7 m depth (Tsuchida et al 1980). Geographic location approximated from Fig. 1 in Tsuchida et al. (1980). Fear et al. (1995) connected the location of "Nakajima-18" and "Nakajima-2" from Seed et al. (1984) to the location of Site A from Tsuchida et al. (1980), based on personal communication with Tokimatsu (1993). Included in site "K-1" in Tohno and Yasuda (1981).
Associated Files Actions
Vicinity map (Tsuchida et al. 1980) View Download
Vicinity map (Tohno and Yasuda 1981) View Download
Associated Citations Link
Tsuchida, H., Iai, S., and Hayashi, S. (1980). Analysis of Liquefaction During the 1978 Off Miyagi Prefecture Earthquake. Proceeding of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey. Vol. 3, pp. 211-218.
Tohno, I., and Yasuda, S. (1981). Liquefaction of the Ground During the 1978 Miyagiken-Oki Earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 21(3): 18-34. https://doi.org/10.3208/sandf1972.21.3_18
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Nakamura

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.198586 140.936386 Download
✓
Remarks: Iwasaki and Tokida (1980), Tohno and Yasuda (1981). Nakamura Dyke, located "about 3 km upstream from the mouth of Natori River" (Tohno and Yasuda 1981). Site F-2 in Tohno and Yasuda (1981). Geographic coordinates approximated from Fig. 3 of Tohno and Yasuda (1981) and Fig. 6 of Iwasaki and Tokida (1980).
Associated Files Actions
Vicinity map (Tohno and Yasuda 1981) View Download
Plan view (Iwasaki and Tokida 1980) View Download
Site map and location of tests (Iwasaki and Tokida 1980) View Download
Associated Citations Link
Iwasaki. T., Tokida, K.-I. (1980). Studies on soil liquefaction observed during the Miyagi-Ken Oki earthquake of June 12, 1978. Proceedings of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey, p. 195-202. https://nisee.berkeley.edu/elibrary/Text/S39841
Tsuchida, H., Iai, S., and Hayashi, S. (1980). Analysis of Liquefaction During the 1978 Off Miyagi Prefecture Earthquake. Proceeding of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey. Vol. 3, pp. 211-218.
Tohno, I., and Yasuda, S. (1981). Liquefaction of the Ground During the 1978 Miyagiken-Oki Earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 21(3): 18-34. https://doi.org/10.3208/sandf1972.21.3_18
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf
Iwasaki, T. (1986). Soil Liquefaction Studies in Japan: State-of-the-art. Soil Dynamics and Earthquake Engineering, 5(1): 1-68. https://doi.org/10.1016/0267-7261(86)90024-2

Oiri

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.505719 141.234144 Download
✓
Remarks: Iwasaki (1986), Tohno and Yasuda (1981), Fear et al. (1995). The site is a dike on the Old Kitakami River, Site O-1 (19.2 km, outside dike) and Site O-2 (19.9 km, inside dike) in Tohno and Yasuda (1981). Geographic coordinates approximated from Fig. 3 of Tohno and Yasuda (1981) and Fig. 25 of Iwasaki (1986).
Associated Files Actions
Vicinity Map (Tohno and Yasuda 1981) View Download
Vicinity Map (Iwasaki 1986) View Download
Associated Citations Link
Tohno, I., and Yasuda, S. (1981). Liquefaction of the Ground During the 1978 Miyagiken-Oki Earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 21(3): 18-34. https://doi.org/10.3208/sandf1972.21.3_18
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf
Iwasaki, T. (1986). Soil Liquefaction Studies in Japan: State-of-the-art. Soil Dynamics and Earthquake Engineering, 5(1): 1-68. https://doi.org/10.1016/0267-7261(86)90024-2
Fear, C. E., and McRoberts, E. C. (1995). Report on liquefaction potential and catalogue of case histories. Internal Research Report, Geotechnical Engineering Library, Dept. of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada, March (revision of September 1993 report).

Shiomi

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.417741 141.285642 Download
✓
Remarks: Tsuchida et al. 1980, Tohno & Yasuda (1981), Cetin et al. (2018). Site is at Ishinomaki port behind a steel sheetpile bulkhead . Geographic location approximated from Fig. 1 in Tsuchida et al. (1980). Fear et al. (1995) connected the location of "Shiomi-6" from Seed et al. (1984) to the location of Site D from Tsuchida et al. (1980), based on personal communication with Tokimatsu (1993). Included in site "K-1" in Tohno and Yasuda (1981).
Associated Files Actions
Vicinity Map (Tsuchida et al. 1980) View Download
Vicinity Map (Tohno and Yasuda 1981) View Download
Associated Citations Link
Tsuchida, H., Iai, S., and Hayashi, S. (1980). Analysis of Liquefaction During the 1978 Off Miyagi Prefecture Earthquake. Proceeding of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey. Vol. 3, pp. 211-218.
Tohno, I., and Yasuda, S. (1981). Liquefaction of the Ground During the 1978 Miyagiken-Oki Earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 21(3): 18-34. https://doi.org/10.3208/sandf1972.21.3_18
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Yuriage Bridge

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.182134 140.946729 Download
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Remarks: Iwasaki and Tokida (1980), Iwasaki (1986), Tohno and Yasuda (1981), Fear et al. (1995). The site is along the Yuriage (Yuriage-Ohashi) Bridge approximately 0.8 km from the mouth of the Natori River. Site D in Tohno and Yasuda (1981). Geographic coordinates approximated from Fig. 3 by Tohno and Yasuda (1981) and Fig. 25 by Iwasaki (1986).
Associated Files Actions
Site Plan (Iwasaki and Tokida 1980) View Download
Vicinity Map (Iwasaki 1986) View Download
Vicinity Map (Tohno and Yasuda 1981) View Download
Grain size curve of liquefied sand (see "River bed of Natori River (D)") (Tohno and Yasuda 1981) View Download
Associated Citations Link
Iwasaki. T., Tokida, K.-I. (1980). Studies on soil liquefaction observed during the Miyagi-Ken Oki earthquake of June 12, 1978. Proceedings of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey, p. 195-202. https://nisee.berkeley.edu/elibrary/Text/S39841
Tohno, I., and Yasuda, S. (1981). Liquefaction of the Ground During the 1978 Miyagiken-Oki Earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 21(3): 18-34. https://doi.org/10.3208/sandf1972.21.3_18
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf
Iwasaki, T. (1986). Soil Liquefaction Studies in Japan: State-of-the-art. Soil Dynamics and Earthquake Engineering, 5(1): 1-68. https://doi.org/10.1016/0267-7261(86)90024-2
Fear, C. E., and McRoberts, E. C. (1995). Report on liquefaction potential and catalogue of case histories. Internal Research Report, Geotechnical Engineering Library, Dept. of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada, March (revision of September 1993 report).

Yuriagekami

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.189551 140.934866 Download
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Remarks: Iwasaki and Tokida (1980), Iwasaki (1986), Tohno and Yasuda (1981). The site is a dyke on the right bank (R 2.4 km) of the Natori river near the Shin-enko numa pond. Site F-1 in Tohno and Yasuda (1981). Geographic coordinates approximated from Fig. 3 by Tohno and Yasuda (1981) and Fig. 7 by Iwasaki and Tokida (1980).
Associated Files Actions
Site Plan (Iwasaki and Tokida 1980) View Download
Vicinity map (Tohno and Yasuda 1981) View Download
Vicinity map (Iwasaki 1986) View Download
Associated Citations Link
Iwasaki. T., Tokida, K.-I. (1980). Studies on soil liquefaction observed during the Miyagi-Ken Oki earthquake of June 12, 1978. Proceedings of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey, p. 195-202. https://nisee.berkeley.edu/elibrary/Text/S39841
Tohno, I., and Yasuda, S. (1981). Liquefaction of the Ground During the 1978 Miyagiken-Oki Earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 21(3): 18-34. https://doi.org/10.3208/sandf1972.21.3_18
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf
Iwasaki, T. (1986). Soil Liquefaction Studies in Japan: State-of-the-art. Soil Dynamics and Earthquake Engineering, 5(1): 1-68. https://doi.org/10.1016/0267-7261(86)90024-2

Ishinomaki

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
38.410267 141.325884 Download
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Remarks: Tsuchida et al. (1980), Ishihara et al. (1980), Tohno & Yasuda (1981), Cetin et al. (2018). Named "Ishinomaki" in Ishihara et al. (1980), "K-2" in Tohno and Yasuda (1981), "Site E" and "Site F" in Tsuchida et al. (1980). Site is an oil tank yard on reclaimed land at Ishinomaki fishing port. Some areas in the oil tank yard were compacted by the sand compaction pile method. Geographic location approximated from information in Figs. 3 and 10 in Ishihara et al. (1980) and Fig. 1 in Tsuchida et al. (1980).
Associated Files Actions
Vicinity Map of Sites E and F (Tsuchida et al. 1980) View Download
Locations of borings (Ishihara et al. 1980) View Download
Vicinity Map (Ishihara et al. 1980) View Download
Associated Citations Link
Ishihara, K., Kawase, Y., Nakajima, M. (1980). Liquefaction Characteristics of Sand Deposits at an Oil Tank Site During the 1978 Miyagiken-Oki Earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 20(2): 97-111. https://doi.org/10.3208/sandf1972.20.2_97
Tsuchida, H., Iai, S., and Hayashi, S. (1980). Analysis of Liquefaction During the 1978 Off Miyagi Prefecture Earthquake. Proceeding of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey. Vol. 3, pp. 211-218.
Tohno, I., and Yasuda, S. (1981). Liquefaction of the Ground During the 1978 Miyagiken-Oki Earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 21(3): 18-34. https://doi.org/10.3208/sandf1972.21.3_18
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Old Town, Niigata, Japan

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.920351 139.043202 alluvial sand deposits Download
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Remarks: Site information from Koizumi (1966), Seed and Idriss (1966), and Cetin et al. (2018). Niigata is located on the west coast of Japan where the Shinano River enters the sea. The geographic coordinates were estimated from Figure 1 of Koizumi (1966), and generally represent the location of the Old Town section of Niigata.
Associated Files Actions
Site Map (Koizumi 1966) View Download
Associated Citations Link
Koizumi, Y. (1966) Changes in density of sand subsoil caused by the Niigata earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 8(2):38-44. https://doi.org/10.3208/sandf1960.6.2_38
Seed, H.B., Idriss, I.M. (1966). An analysis of soil liquefaction in the Niigata earthquake. Soil Mechanics and Bituminous Materials Research Laboratory Report, University of California at Berkeley, April 1966.
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Rail Road, Niigata, Japan

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.914171 139.061498 alluvial sand deposits Download
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Remarks: Site information from Koizumi (1964, 1966), Seed and Idriss (1966), and Cetin et al. (2018). Niigata is located on the west coast of Japan where the Shinano River enters the sea. The geographic coordinates were estimated from Figure 1 of Koizumi (1966), and generally represent the location of the Rail Road site in Niigata.
Associated Files Actions
Site Map (Koizumi 1966) View Download
Associated Citations Link
Koizumi, Y. (1966) Changes in density of sand subsoil caused by the Niigata earthquake. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 8(2):38-44. https://doi.org/10.3208/sandf1960.6.2_38
Seed, H.B., Idriss, I.M. (1966). An analysis of soil liquefaction in the Niigata earthquake. Soil Mechanics and Bituminous Materials Research Laboratory Report, University of California at Berkeley, April 1966.
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Seed, H. B., Tokimatsu, K., Harder, L. F. Jr., and Chung, R. (1984). The influence of SPT procedures in soil liquefaction resistance evaluations. Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-84/15, 50 pp. https://nisee.berkeley.edu/elibrary/files/documents/EERC/EERC-84-15.pdf

Nantou MAA C-7

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.91821 120.69762 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
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Nantou Map (Chu et al 2006) View Download
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PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Chu, D. B., Stewart, J. P., Youd, T. L., and Chu, B. L. (2006). Liquefaction-induced lateral spreading in near-fault regions during the 1999 Chi-Chi, Taiwan earthquake. J. Geotechnical and Geoenvironmental Eng., ASCE, 132(12), 1549-1565. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:12(1549)

Nantou MAA C-8

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.91282 120.69258 Download
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Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
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Nantou Map (Chu et al 2006) View Download
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PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Chu, D. B., Stewart, J. P., Youd, T. L., and Chu, B. L. (2006). Liquefaction-induced lateral spreading in near-fault regions during the 1999 Chi-Chi, Taiwan earthquake. J. Geotechnical and Geoenvironmental Eng., ASCE, 132(12), 1549-1565. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:12(1549)

Kobe No. 1

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.654346 135.158047 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations (Tokimatsu Personal Communication 2000) View Download
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 2

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.653123 135.16011 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations (Tokimatsu Personal Communication 2000) View Download
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 3

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.653388 135.160517 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations (Tokimatsu Personal Communication 2000) View Download
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 4

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.657901 135.163688 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations (Tokimatsu Personal Communication 2000) View Download
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 5

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.661722 135.177354 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations View Download
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 6

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.664261 135.174646 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 7

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.667342 135.175643 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 8

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.669858 135.175292 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 9

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.671947 135.175811 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 10

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.675801 135.174759 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 11

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.677128 135.18089 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 12

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.681294 135.179424 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 13

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.681524 135.181824 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 14

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.685055 135.182259 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 15

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.686313 135.189653 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 16

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.687017 135.189373 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 17

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.686117 135.198788 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 18

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.690939 135.194228 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 19

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.694077 135.200514 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 20

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.699984 135.212469 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 21

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.703468 135.221196 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 22

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.705729 135.225869 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 23

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.706225 135.231018 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 24

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.706029 135.237908 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 25

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.710274 135.237206 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 26

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.710689 135.242005 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 27

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.717978 135.248039 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 28

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.70987 135.271079 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 29

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.71258 135.278923 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 30

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.717713 135.27505 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 31

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.723491 135.266561 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 32

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.72469 135.269507 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 33

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.723791 135.288815 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 34

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.719593 135.292295 Download
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Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
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Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 35

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.723653 135.29931 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
Associated Files Actions
Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 36

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.727551 135.299086 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
Associated Files Actions
Site Locations (Tokimatsu Personal Communication 2000) View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 37

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.720815 135.304053 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
Associated Files Actions
Site Locations View Download
Associated Citations Link
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 38

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.725129 135.302987 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
Associated Files Actions
Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 39

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.731956 135.308291 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
Associated Files Actions
Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 40

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.732302 135.309778 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
Associated Files Actions
Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)
Tokimatsu, K. (2000) Personal communication

Kobe No. 41

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.724114 135.312556 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
Associated Files Actions
Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 42

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.730088 135.323248 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
Associated Files Actions
Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 43

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.727597 135.324118 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
Associated Files Actions
Site Locations View Download
Associated Citations Link
Tokimatsu, K. (2000) Personal communication
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Kobe City Office, Construction Engineering Research Institute (1999)

Kobe No. 44

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.728266 135.333941 Download
✓
Remarks: Test information from Cetin et al. (2018), Kobe City Office, Construction Engineering Research Institute (1999), and Tokimatsu, K. Personal Communication (2000).
Associated Files Actions
Site Locations View Download
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Tokimatsu, K. (2000) Personal communication
Kobe City Office, Construction Engineering Research Institute (1999)

Panjin Shuangtaizi River Sluice Gate

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
41.187665 122.082567 alluvial plain Download
✓
Remarks: Site information from IEM (1979) [Institute of Engineering Mechanics, China Earthquake Administration (1979). “Damage by the Haicheng Earthquake", Seismology Press (in Chinese)]; Shengcong and Tatsuoka (1983, 1984). Geographic coordinates are approximated for plotting purposes, estimated from Fig 2-3 of Shengcong and Tatsuoka (1983)
Associated Files Actions
Vicinity Map (Shengcong and Tatsuoka 1983) View Download
Associated Citations Link
Institute of Engineering Mechanics, Chinese Academy of Sciences (1979). “Damage by the Haicheng Earthquake", Seismology Press (in Chinese)
Shengcong, F. and Tatsuoka, F. (1983). "Soil Liquefaction during Haicheng and Tangshan Earthquakes in China." Report of Japan-China Cooperative Research on Engineering Lessons from Recent Chinese Earthquakes Including the 1976 Tangshan Earthquake (Part 1). C. Tamura, T. Katayama, and F. Tatsuoka (eds). pp. 129-286. https://nisee.berkeley.edu/elibrary/Text/S39223
Shengcong, F., Tatsuoka, F. (1984). Soil liquefaction during Haicheng and Tangshan earthquake in China; a review. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 24(4):11-29. https://doi.org/10.3208/sandf1972.24.4_11

Ying Kou Glass Fiber Plant

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.718339 122.254349 alluvial plain Download
✓
Remarks: Site information from IEM (1979) [Institute of Engineering Mechanics, Chinese Academy of Sciences (1979). “Damage by the Haicheng Earthquake", Seismology Press (in Chinese)]; Shengcong and Tatsuoka (1983, 1984); Earth Tech (1985); Arulanandan et al. (1986). Geographic coordinates estimated from Fig 1 of Arulanandan et al. (1986)
Associated Files Actions
Vicinity Map (Arulanandan et al. 1986) View Download
Associated Citations Link
Institute of Engineering Mechanics, Chinese Academy of Sciences (1979). “Damage by the Haicheng Earthquake", Seismology Press (in Chinese)
Shengcong, F. and Tatsuoka, F. (1983). "Soil Liquefaction during Haicheng and Tangshan Earthquakes in China." Report of Japan-China Cooperative Research on Engineering Lessons from Recent Chinese Earthquakes Including the 1976 Tangshan Earthquake (Part 1). C. Tamura, T. Katayama, and F. Tatsuoka (eds). pp. 129-286. https://nisee.berkeley.edu/elibrary/Text/S39223
Shengcong, F., Tatsuoka, F. (1984). Soil liquefaction during Haicheng and Tangshan earthquake in China; a review. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 24(4):11-29. https://doi.org/10.3208/sandf1972.24.4_11
Earth Technology Corporation (1985). In Situ Testing II, Peoples Republic of China. Report 84-141-13, National Science Foundation.
Arulanandan, K., Yogachandran, C., Meegoda, N. J., Ying, L., and Zhauji, S. (1986). Comparison of the SPT, CPT, SV and Electrical Methods of Evaluating Earthquake Induced Liquefaction Susceptibility in Ying Kou City During the Haicheng Earthquake. Use of In Situ Tests in Geotechnical Engineering, Geotechnical Special Publication No. 6, 389-415. https://cedb.asce.org/CEDBsearch/record.jsp?dockey=0048831

Moss Landing - MBARI No. 3

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.80296 -121.787617 The area is underlain by Holocene deposits consisting of relatively thick sands offshore and estuarine and fluvial deposits onshore, up to about 60-m deep. The Moss Landing spit is underlain by littoral soils comprising eolian, fluvial, estuarine, and beach deposits of gravel, sand, silt, and clay deposited in a shoreline environment within the zone of tidal fluctuation. Pleistocene and miocene deposits extend to a depth of ~2000 m. Download
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Remarks: Site information from Boulanger et al. (1995, 1997). Located on the Moss Landing spit at the Monterey Bay Aquarium Research Institute (MBARI). Geographic coordinates approximated using site maps (Fig 2 Boulanger et al. 1997, Fig 8-1 Boulanger et al. 1995).
Associated Files Actions
Map of facilities and explorations (Boulanger et al. 1995) View Download
Map of facilities and explorations (Boulanger et al. 1997) View Download
Associated Citations Link
Boulanger, R. W., Idriss, I. M., and Mejia, L. H. (1995). Investigation and Evaluation of Liquefaction Related Ground Displacements at Moss Landing During the 1989 Loma Prieta Earthquake. Report No. UCD/CGM-95/02, Center for Geotechnical Modeling, Department of Civil & Environmental Engineering, University of California Davis. https://cgm.engr.ucdavis.edu/library/reports/
Boulanger, R. W., Mejia, L. H., and Idriss, I. M. (1997). Liquefaction at Moss Landing During Loma Prieta Earthquake. Journal of Geotechnical and Geoenvironmental Engineering, 123(5), 453-467. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:5(453)

Moss Landing - MBARI No. 4

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.801872 -121.788043 The area is underlain by Holocene deposits consisting of relatively thick sands offshore and estuarine and fluvial deposits onshore, up to about 60-m deep. The Moss Landing spit is underlain by littoral soils comprising eolian, fluvial, estuarine, and beach deposits of gravel, sand, silt, and clay deposited in a shoreline environment within the zone of tidal fluctuation. Pleistocene and miocene deposits extend to a depth of ~2000 m. Download
✓
Remarks: Site information from Boulanger et al. (1995, 1997). Located on the Moss Landing spit at the Monterey Bay Aquarium Research Institute (MBARI). Geographic coordinates approximated using site maps (Fig 2 Boulanger et al. 1997, Fig 8-1 Boulanger et al. 1995).
Associated Citations Link
Boulanger, R. W., Idriss, I. M., and Mejia, L. H. (1995). Investigation and Evaluation of Liquefaction Related Ground Displacements at Moss Landing During the 1989 Loma Prieta Earthquake. Report No. UCD/CGM-95/02, Center for Geotechnical Modeling, Department of Civil & Environmental Engineering, University of California Davis. https://cgm.engr.ucdavis.edu/library/reports/
Boulanger, R. W., Mejia, L. H., and Idriss, I. M. (1997). Liquefaction at Moss Landing During Loma Prieta Earthquake. Journal of Geotechnical and Geoenvironmental Engineering, 123(5), 453-467. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:5(453)

Moss Landing - MBARI Tech

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.802491 -121.787705 The area is underlain by Holocene deposits consisting of relatively thick sands offshore and estuarine and fluvial deposits onshore, up to about 60-m deep. The Moss Landing spit is underlain by littoral soils comprising eolian, fluvial, estuarine, and beach deposits of gravel, sand, silt, and clay deposited in a shoreline environment within the zone of tidal fluctuation. Pleistocene and miocene deposits extend to a depth of ~2000 m. Download
✓
Remarks: Site information from Boulanger et al. (1995, 1997). Located on the Moss Landing spit at the Monterey Bay Aquarium Research Institute (MBARI). Geographic coordinates approximated using site maps (Fig 2 Boulanger et al. 1997, Fig 8-1 Boulanger et al. 1995).
Associated Files Actions
Map of facilities and explorations (Boulanger et al. 1995) View Download
Map of facilities and explorations (Boulanger et al. 1997) View Download
Associated Citations Link
Boulanger, R. W., Idriss, I. M., and Mejia, L. H. (1995). Investigation and Evaluation of Liquefaction Related Ground Displacements at Moss Landing During the 1989 Loma Prieta Earthquake. Report No. UCD/CGM-95/02, Center for Geotechnical Modeling, Department of Civil & Environmental Engineering, University of California Davis. https://cgm.engr.ucdavis.edu/library/reports/
Boulanger, R. W., Mejia, L. H., and Idriss, I. M. (1997). Liquefaction at Moss Landing During Loma Prieta Earthquake. Journal of Geotechnical and Geoenvironmental Engineering, 123(5), 453-467. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:5(453)

Moss Landing - General Fish

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.800989 -121.788479 The area is underlain by Holocene deposits consisting of relatively thick sands offshore and estuarine and fluvial deposits onshore, up to about 60-m deep. The Moss Landing spit is underlain by littoral soils comprising eolian, fluvial, estuarine, and beach deposits of gravel, sand, silt, and clay deposited in a shoreline environment within the zone of tidal fluctuation. Pleistocene and miocene deposits extend to a depth of ~2000 m. Download
✓
Remarks: Site information from Boulanger et al. (1995, 1997), additional notes from Cetin et al. (2018) and Moss (2003). Located on the Moss Landing spit, north of the bridge, at the old site of the General Fish Company (torn down sometime after the 1989 Loma Prieta earthquake). "The General Fish Company buildings were constructed of wood but the details are not known" (Boulanger et al. 1995). Geographic coordinates approximated using site maps (Fig 2 Boulanger et al. 1997, Fig 8-1 Boulanger et al. 1995).
Associated Files Actions
Map of facilities and explorations (Boulanger et al. 1995) View Download
Map of facilities and explorations (Boulanger et al. 1997) View Download
Associated Citations Link
Boulanger, R. W., Mejia, L. H., and Idriss, I. M. (1997). Liquefaction at Moss Landing During Loma Prieta Earthquake. Journal of Geotechnical and Geoenvironmental Engineering, 123(5), 453-467. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:5(453)

Mizukasa Park

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
34.664215 135.155813 Download
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Remarks: Test information from Suzuki et al. (2003). Location approximated from Figure 1 of Suzuki et al. (2003), and only generally represents the site location.
Associated Files Actions
Locations of test sites (Suzuki et al. 2003) View Download
Associated Citations Link
Suzuki, M., Tokimatsu, K., Moss, R.E.S., Seed, R.B., and Kayen, R.E. (2003). CPT- Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan. Geotechnical Engineering Research Report No. UCB/GE- 2003/03. https://digitalcommons.calpoly.edu/cenv_fac/38

San Juan B-3, Caucete

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-31.6516 -68.27928 Alluvial deposits in the Rio San Juan floodplain, evidence of buried paleochannels in the area Download
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Remarks: Site located just North of downtown Caucete. Site information from Idriss et al. (1979), Cetin et al. (2018). Location estimated based on description of the site.

San Juan B-4, Dept 9 de Julio

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-31.6516 -68.39514 Alluvial deposits in the Rio San Juan floodplain, evidence of buried paleochannels in the area Download
✓
Remarks: Vineyard located in the Department of 9 de Julio in the Finca Delta, in the southeast corner of the property, 143 ft west of Route 20. Site information from Idriss et al. (1979), Cetin et al (2018). Location estimated from description of the site and Fig 1 of Idriss et al. (1979).
Associated Citations Link
Idriss, I. M., Arango, I., and Brogan, G. (1979). Study of Liquefaction in November 23, 1977 Earthquake San Juan Province, Argentina, Final Report. Woodward-Clyde Consultants.

San Juan B-5, Dept 9 de Julio

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-31.651743 -68.380258 Alluvial deposits in the Rio San Juan floodplain, evidence of buried paleochannels in the area Download
✓
Remarks: Located in an open hay field in the Department 9 de Julio in the Finca La Porfia, about 1.5 km East of Route 20. Site information from Idriss et al. (1979), Cetin et al (2018). Location estimated from site description.
Associated Citations Link
Idriss, I. M., Arango, I., and Brogan, G. (1979). Study of Liquefaction in November 23, 1977 Earthquake San Juan Province, Argentina, Final Report. Woodward-Clyde Consultants.

San Juan B-6, Dept 25 de Mayo

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-31.73277 -68.33553 Alluvial deposits in the Rio San Juan floodplain, evidence of buried paleochannels in the area Download
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Remarks: Located at the Finca Santiago in the Department of 25 de Mayo, adjacent to La Plata highway near intersection with Calle 3. Site information from Idriss et al. (1979), Cetin et al (2018). Location estimated based on description of the site.
Associated Citations Link
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043

Wufeng Site B

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.05338 120.69892 alluvial deposits Download
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Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/wufeng-site-b.html. Geographic coordinates were given by PEER (2000). Wufeng Site B consists of a paved parking lot adjacent to the Taiwan Provincial Council. A segment of Ger-Niao-Ken Creek forms the southern edge of Site B. The parking lot slopes down towards the creek at a gradient of 0.3%.
Associated Files Actions
Wufeng Site Map View Download
Ground Motion Summary at strong motion stations (Chu et al 2006) View Download
Wufeng B_ground fissures and displacement vectors (Chu et al 2006) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Chu, D. B., Stewart, J. P., Youd, T. L., and Chu, B. L. (2006). Liquefaction-induced lateral spreading in near-fault regions during the 1999 Chi-Chi, Taiwan earthquake. J. Geotechnical and Geoenvironmental Eng., ASCE, 132(12), 1549-1565. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:12(1549)

Moss Landing - Sandholdt Road

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.80188 -121.78765 The area is underlain by Holocene deposits consisting of relatively thick sands offshore and estuarine and fluvial deposits onshore, up to about 60-m deep. The Moss Landing spit is underlain by littoral soils comprising eolian, fluvial, estuarine, and beach deposits of gravel, sand, silt, and clay deposited in a shoreline environment within the zone of tidal fluctuation. Pleistocene and miocene deposits extend to a depth of ~2000 m. Download
✓
Remarks: Site information from Boulanger et al. (1995, 1997). Located on the Moss Landing spit, along Sandholdt Road, north of the bridge. Geographic coordinates approximated using site maps (Fig 2 Boulanger et al. 1997, Fig 8-1 Boulanger et al. 1995).
Associated Files Actions
Site Map (Boulanger et al. 1995) View Download
Site Map (Boulanger et al. 1997) View Download
Associated Citations Link
Boulanger, R. W., Idriss, I. M., and Mejia, L. H. (1995). Investigation and Evaluation of Liquefaction Related Ground Displacements at Moss Landing During the 1989 Loma Prieta Earthquake. Report No. UCD/CGM-95/02, Center for Geotechnical Modeling, Department of Civil & Environmental Engineering, University of California Davis. https://cgm.engr.ucdavis.edu/library/reports/
Boulanger, R. W., Mejia, L. H., and Idriss, I. M. (1997). Liquefaction at Moss Landing During Loma Prieta Earthquake. Journal of Geotechnical and Geoenvironmental Engineering, 123(5), 453-467. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:5(453)

Moss Landing Marine Lab (MLML)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.80011 -121.78907 The area is underlain by Holocene deposits consisting of relatively thick sands offshore and estuarine and fluvial deposits onshore, up to about 60-m deep. The Moss Landing spit is underlain by littoral soils comprising eolian, fluvial, estuarine, and beach deposits of gravel, sand, silt, and clay deposited in a shoreline environment within the zone of tidal fluctuation. Pleistocene and miocene deposits extend to a depth of ~2000 m. Download
✓
Remarks: Site information from Boulanger et al. (1995, 1997), Mejia (1998). Located on the Moss Landing spit, south of the bridge. Geographic coordinates approximated using site map (Fig 9.1 Boulanger et al. 1995).
Associated Files Actions
Site Plan (Boulanger et al. 1995) View Download
Site Plan (Boulanger et al. 1998) View Download
Fugro site layout (Martin and Douglas 1980) View Download
Associated Citations Link
Boulanger, R. W., Idriss, I. M., and Mejia, L. H. (1995). Investigation and Evaluation of Liquefaction Related Ground Displacements at Moss Landing During the 1989 Loma Prieta Earthquake. Report No. UCD/CGM-95/02, Center for Geotechnical Modeling, Department of Civil & Environmental Engineering, University of California Davis. https://cgm.engr.ucdavis.edu/library/reports/
Boulanger, R. W., Mejia, L. H., and Idriss, I. M. (1997). Liquefaction at Moss Landing During Loma Prieta Earthquake. Journal of Geotechnical and Geoenvironmental Engineering, 123(5), 453-467. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:5(453)
Mejia, L.H. (1998). Liquefaction at Moss Landing. Professional Paper 1551-B, U.S. Department of Interior, U.S. Geological Survey, p. 129-150 https://pubs.usgs.gov/pp/pp1551/pp1551b/pp1551b.pdf
Boulanger, R. W., Meyers, M. W., Mejia, L. H., & Idriss, I. M. (1998). Behavior of a fine-grained soil during the Loma Prieta earthquake. Canadian Geotechnical Journal, 35(1), 146-158. https://doi.org/10.1139/t97-078
Martin, G.R., and Douglas, B.J. (1980). Evaluation of the cone penetrometer for liquefaction hazard assessment. US Geological Survey Open file report No. 81-284. https://pubs.usgs.gov/of/1981/0284/report.pdf

Akita Station

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.748 140.067 Download
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Remarks: Iai et al (1989), Idriss and Boulanger (2010). Strong Motion Observation Station located in Akita Port. Location estimated from figure 8 of Iai et al. (1989), assumed to be same location as strong-motion station PARI 0056 Akita, coordinates retrieved from Center for Engineering Strong Motion Data (CESMD)
Associated Files Actions
Akita Station Vicinity and Site Map (Iai et al 1989) View Download
Associated Citations Link
Iai, S., Tsuchida, H., Koizumi, K. (1989). A liquefaction criterion based on field performances around seismograph stations. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 29(2):52-68. https://doi.org/10.3208/sandf1972.29.2_52
Idriss, I. M. and Boulanger, R. W. (2010). SPT-based liquefaction triggering procedures. Report No. UCD/CGM-10/02. Department of Civil and Environmental Engineering, University of California, Davis. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Idriss_Boulanger_SPT_Liquefaction_CGM-10-02.pdf
Tsuchida, H., Noda, S., Inatomi, T., Uwabe, T., Iai, S., Ohneda, H., Toyama, S. (1985). Damage to Port Structures by the 1933 Nipponkai-Chubu Earthquake. Technical Note of the Port and Harbour Research Institute Ministry of Transport, Japan, Report No. 511. https://www.pari.go.jp/search-pdf/no0511.pdf

Ohama - Akita Port

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
39.77295 140.050338 Download
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Remarks: Iai et al (1989), Idriss and Boulanger (2010). Located in northern section of Akita Port. Location estimated from figure 8 of Iai et al. (1989).
Associated Files Actions
Ohama Vicinity and Site Map ( Iai et al 1989) View Download
Associated Citations Link
Iai, S., Tsuchida, H., Koizumi, K. (1989). A liquefaction criterion based on field performances around seismograph stations. Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 29(2):52-68. https://doi.org/10.3208/sandf1972.29.2_52
Idriss, I. M. and Boulanger, R. W. (2010). SPT-based liquefaction triggering procedures. Report No. UCD/CGM-10/02. Department of Civil and Environmental Engineering, University of California, Davis. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Idriss_Boulanger_SPT_Liquefaction_CGM-10-02.pdf

Degirmendere Nose

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.7219 29.782 Download
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Remarks: Youd et al (2009); Cetin et al. (2004); EERI Vol 16, Issue 1 supplement, chapter 7 (2000); PEER Website: https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase4/degirmendere/index.html. Site location taken from PEER Website.
Associated Files Actions
Degirmendere Nose Site Plan View Download
Degirmendere Nose Cross Section 1 View Download
Associated Citations Link
Youd, T. L., DeDen, D. W., Bray, J. D., Sancio, R., Cetin, K. O., & Gerber, T. M. (2009). Zero-displacement lateral spreads, 1999 Kocaeli, Turkey, earthquake. Journal of Geotechnical and Geoenvironmental engineering, 135(1), 46-61. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:1(46)
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Cetin, K. O., Youd, T. L., Seed, R. B., Bray, J. D., Stewart, J. P., Durgunoglu, H. T., Lettis, W., Yilmaz, M. T. (2004). Liquefaction-induced lateral spreading at Izmit Bay during the Kocaeli (Izmit)-Turkey earthquake. Journal of geotechnical and geoenvironmental engineering, 130(12): 1300-1313. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:12(1300)
EERI (2000). Soil liquefaction, landslides, and subsidences. Ch 7 from Kocaeli, Turkey, Earthquake of August 17, 1999 Reconnaissance Report. Youd, T.L., Bardet, J.P., and Bray, J.D., ed. Earthquake Spectra Vol 16 Supplement A, p. 141-162. https://doi.org/10.1193%2F1.1586151

Yalova Harbor, Yalova

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.6596 29.2689 Download
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Remarks: Youd et al (2009). EERI Vol 16, Issue 1 supplement, chapter 7 (2000). Peer Website: https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase4/yalova/index.html
Associated Files Actions
Yalova Harbor Cross Section 1 View Download
Associated Citations Link
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Soil Liquefaction, Landslides, and Subsidences. Earthquake Spectra. 2000;16(1_suppl):141-162. https://doi.org/10.1193%2F1.1586151
EERI (2000). Soil liquefaction, landslides, and subsidences. Ch 7 from Kocaeli, Turkey, Earthquake of August 17, 1999 Reconnaissance Report. Youd, T.L., Bardet, J.P., and Bray, J.D., ed. Earthquake Spectra Vol 16 Supplement A, p. 141-162. https://doi.org/10.1193%2F1.1586151

Police Station

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.7215 29.9373 Download
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Remarks: Youd et al (2009). EERI Vol 16, Issue 1 supplement, chapter 7 (2000). Peer Website: https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase4/police/index.html. PDFs with CPT logs accidentally wrote 30.9373 E
Associated Files Actions
Police Station Site Map View Download
Police Station Cross Section 2 View Download
Police Station Cross Section 3 View Download
Associated Citations Link
Youd, T. L., DeDen, D. W., Bray, J. D., Sancio, R., Cetin, K. O., & Gerber, T. M. (2009). Zero-displacement lateral spreads, 1999 Kocaeli, Turkey, earthquake. Journal of Geotechnical and Geoenvironmental engineering, 135(1), 46-61. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:1(46)
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html

Soccer Field

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.7177 29.9273 Download
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Remarks: Youd et al (2009). EERI Vol 16, Issue 1 supplement, chapter 7 (2000). Moss (2003). Peer Website: https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase4/soccer/index.html
Associated Files Actions
Soccer Field Site Plan View Download
Soccer Field Cross Section 2 View Download
Associated Citations Link
Soil Liquefaction, Landslides, and Subsidences. Earthquake Spectra. 2000;16(1_suppl):141-162. https://doi.org/10.1193%2F1.1586151
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40
Cetin, K. O., Youd, T. L., Seed, R. B., Bray, J. D., Stewart, J. P., Durgunoglu, H. T., Lettis, W., Yilmaz, M. T. (2004). Liquefaction-induced lateral spreading at Izmit Bay during the Kocaeli (Izmit)-Turkey earthquake. Journal of geotechnical and geoenvironmental engineering, 130(12): 1300-1313. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:12(1300)

Hotel Sapanca

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
40.6987 30.2654 Download
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Remarks: Youd et al (2009). EERI Vol 16, Issue 1 supplement, chapter 7 (2000). Peer Website: https://apps.peer.berkeley.edu/publications/turkey/adapazari/phase4/sapanca/index.html.
Associated Files Actions
Hotel Sapanca Site Plan View Download
A view of the hotel from the east along the new shoreline of the hotel (Photo by E. Rathje) View Download
A view of the terrace (Photo by K. Ö. Çetin) View Download
Hotel Sapanca Cross Section 4 View Download
Associated Citations Link
PEER (2000). Documenting Incidents of Ground Failure Resulting from the August 17, 1999 Kocaeli, Turkey Earthquake. https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html https://apps.peer.berkeley.edu/publications/turkey/adapazari/index.html
Soil Liquefaction, Landslides, and Subsidences. Earthquake Spectra. 2000;16(1_suppl):141-162. https://doi.org/10.1193%2F1.1586151
Cetin, K. O., Youd, T. L., Seed, R. B., Bray, J. D., Sancio, R., Lettis, W., Yilmaz, M.T., Durgunoglu, H. T. (2002). Liquefaction-induced ground deformations at Hotel Sapanca during Kocaeli (Izmit), Turkey earthquake. Soil Dynamics and Earthquake Engineering, 22: 1083-1092. https://doi.org/10.1016/S0267-7261(02)00134-3
Rathje, E. M., Karatas, I., Wright, S. G., & Bachhuber, J. (2004). Coastal failures during the 1999 Kocaeli earthquake in Turkey. Soil Dynamics and Earthquake Engineering, 24, 699-712. https://doi.org/10.1016/j.soildyn.2004.06.003

Wufeng Site C, C1

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.05275 120.6963 alluvial deposits Download
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Remarks: Site data from Chu et al. (2006) and PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/wufeng-site-c.html. Geographic coordinates were given by PEER (2000). Wufeng Site C is located in the southern part of the city. The site consists of a rice paddy bounded by Ger-Niao-Ken Creek to the north and east, by Highway No. 3 to the west, and by a local street to the south. Photos taken within 12 days of the earthquake show that the southern side of Ger-Niao-Ken Creek i.e., the side nearest the rice paddy was lined with mortar and stones at the time of the earthquake. The creek channel was approximately 3 m deep in the area adjacent to the rice paddy, but other than the channel the rice paddy site was essentially level except for a slight slope at 0.3% to the north.
Associated Files Actions
Site C map (Chu et al. 2006) View Download
Site C1 map (Chu et al. 2006) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html
Chu, D. B., Stewart, J. P., Youd, T. L., and Chu, B. L. (2006). Liquefaction-induced lateral spreading in near-fault regions during the 1999 Chi-Chi, Taiwan earthquake. J. Geotechnical and Geoenvironmental Eng., ASCE, 132(12), 1549-1565. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:12(1549)

Model Airport (AIR)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.87632 -121.79582 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Vicinity Map (Bennett and Tinsley 1995) View Download
Location of Tests (Bennett and Tinsley 1995) View Download
CPT and boring logs (Bennett and Tinsley 1995) Download
Index Properties (Bennett and Tinsley 1995) Download
Index Properties of Sand Boil Samples (Bennett and Tinsley 1995) Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf

Jefferson Ranch (JRR)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.731 -121.772 Download
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Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003). Abbreviation for this site is sometimes "JEF" instead of "JRR."
Associated Files Actions
Vicinity map (Bennett and Tinsley 1995) View Download
Map zoom A (Bennett and Tinsley 1995) View Download
Map zoom B (Bennett and Tinsley 1995) View Download
Boring and CPT logs (Bennett and Tinsley 1995) Download
Index properties (Bennett and Tinsley 1995) Download
Index properties of sand boils (Bennett and Tinsley 1995) Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf

McGowan Farm (MCG)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.8777 -121.7933 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Vicinity map (Bennett and Tinsley 1995) View Download
Locations of tests (Bennett and Tinsley 1995) View Download
Boring and CPT logs (Bennett and Tinsley 1995) Download
Index properties (Bennett and Tinsley 1995) Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Martella (MAR)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.699 -121.713 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Vicinity Map (Bennett and Tinsley 1995) View Download
Location of tests (Bennett and Tinsley 1995) View Download
Location of tests, zoom (Bennett and Tinsley 1995) View Download
Boring and CPT logs (Bennett and Tinsley 1995) Download
Index properties (Bennett and Tinsley 1995) Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Salinas River Bridge (SRB)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.6295 -121.6775 Download
✓
Remarks: Site information from Bennett and Tinsley (1995), additional insight from Toprak et al. (1999) and Moss (2003).
Associated Files Actions
Vicinity Map (Bennett and Tinsley 1995) View Download
Locations of tests (Bennett and Tinsley 1995) View Download
Boring and CPT logs (Bennett and Tinsley 1995) Download
Index properties (Bennett and Tinsley 1995) Download
Associated Citations Link
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663

Moss Landing Harbor Office

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.8014 -121.78538 The area is underlain by Holocene deposits consisting of relatively thick sands offshore and estuarine and fluvial deposits onshore, up to about 60-m deep. The Moss Landing spit is underlain by littoral soils comprising eolian, fluvial, estuarine, and beach deposits of gravel, sand, silt, and clay deposited in a shoreline environment within the zone of tidal fluctuation. Pleistocene and miocene deposits extend to a depth of ~2000 m. Download
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Remarks: Site information from Boulanger et al. (1995, 1997). Located in the South Harbor on the spit of land separating Moro Cojo Slough and the Old Salinas River channel. The Harbor Master's Office is located near the northern end of this spit.
Associated Files Actions
Moss Landing Harbor Office Cross Section (Boulanger et al. 1997) View Download
Moss Landing Harbor Office Site Plan (Boulanger et al. 1997) View Download
Associated Citations Link
Boulanger, R. W., Idriss, I. M., and Mejia, L. H. (1995). Investigation and Evaluation of Liquefaction Related Ground Displacements at Moss Landing During the 1989 Loma Prieta Earthquake. Report No. UCD/CGM-95/02, Center for Geotechnical Modeling, Department of Civil & Environmental Engineering, University of California Davis. https://cgm.engr.ucdavis.edu/library/reports/
Boulanger, R. W., Mejia, L. H., and Idriss, I. M. (1997). Liquefaction at Moss Landing During Loma Prieta Earthquake. Journal of Geotechnical and Geoenvironmental Engineering, 123(5), 453-467. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:5(453)
Boulanger, R.W. and Idriss, I.M. (2014). CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM-14/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Boulanger_Idriss_CPT_and_SPT_Liq_triggering_CGM-14-01_20141.pdf
Moss, R. E. (2003). CPT-based probabilistic assessment of seismic soil liquefaction initiation. PhD Dissertation, University of California, Berkeley. https://digitalcommons.calpoly.edu/cenv_fac/40

Moss Landing State Beach

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.81627 -121.7898 The area is underlain by Holocene deposits consisting of relatively thick sands offshore and estuarine and fluvial deposits onshore, up to about 60-m deep. The Moss Landing spit is underlain by littoral soils comprising eolian, fluvial, estuarine, and beach deposits of gravel, sand, silt, and clay deposited in a shoreline environment within the zone of tidal fluctuation. Pleistocene and miocene deposits extend to a depth of ~2000 m. Download
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Remarks: Site information from Boulanger et al. (1995, 1997). Located along an access (or "Jetty") road exiting west off Highway No. 1 north of Elkhorn Slough. The access road crosses a tide gate to Bennett Slough and then turns southward along the perimeter of the North Harbor. An entrance kiosk is located to the west of the tide gate, and a pathway to the beach connects off the access road just as the road makes its southward turn.
Associated Files Actions
Moss Landing State Beach cross section (Boulanger et al. 1997) View Download
Moss Landing State Beach cross section (Boulanger et al. 1997) View Download
Associated Citations Link
Boulanger, R. W., Idriss, I. M., and Mejia, L. H. (1995). Investigation and Evaluation of Liquefaction Related Ground Displacements at Moss Landing During the 1989 Loma Prieta Earthquake. Report No. UCD/CGM-95/02, Center for Geotechnical Modeling, Department of Civil & Environmental Engineering, University of California Davis. https://cgm.engr.ucdavis.edu/library/reports/
Boulanger, R. W., Mejia, L. H., and Idriss, I. M. (1997). Liquefaction at Moss Landing During Loma Prieta Earthquake. Journal of Geotechnical and Geoenvironmental Engineering, 123(5), 453-467. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:5(453)
Cetin, K. O., Seed, R. B., Kayen, R. E., Moss, R. E., Bilge, H. T., Ilgac, M., & Chowdhury, K. (2018). Dataset on SPT-based seismic soil liquefaction. Data in Brief, 20:544-548. https://doi.org/10.1016/j.dib.2018.08.043
Boulanger, R.W. and Idriss, I.M. (2014). CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM-14/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis. https://faculty.engineering.ucdavis.edu/boulanger/wp-content/uploads/sites/71/2014/09/Boulanger_Idriss_CPT_and_SPT_Liq_triggering_CGM-14-01_20141.pdf

Moss Landing - Woodward Marine

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.8054 -121.7868 The area is underlain by Holocene deposits consisting of relatively thick sands offshore and estuarine and fluvial deposits onshore, up to about 60-m deep. The Moss Landing spit is underlain by littoral soils comprising eolian, fluvial, estuarine, and beach deposits of gravel, sand, silt, and clay deposited in a shoreline environment within the zone of tidal fluctuation. Pleistocene and miocene deposits extend to a depth of ~2000 m. Download
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Remarks: Site information from Boulanger et al. (1995, 1997), and Bennett and Tinsley (1995) with additional insight from Toprak et al. (1999). Located on Salmon Way off Sandholdt Road near the northern end of the Moss Landing spit and along the South Harbor.
Associated Files Actions
Cross Section across fuel tank enclosure (Boulanger et al. 1997) View Download
Cross Section along Salmon Way (Boulanger et al. 1997) View Download
Site Map (Boulanger et al. 1995) View Download
Associated Citations Link
Boulanger, R. W., Idriss, I. M., and Mejia, L. H. (1995). Investigation and Evaluation of Liquefaction Related Ground Displacements at Moss Landing During the 1989 Loma Prieta Earthquake. Report No. UCD/CGM-95/02, Center for Geotechnical Modeling, Department of Civil & Environmental Engineering, University of California Davis. https://cgm.engr.ucdavis.edu/library/reports/
Boulanger, R. W., Mejia, L. H., and Idriss, I. M. (1997). Liquefaction at Moss Landing During Loma Prieta Earthquake. Journal of Geotechnical and Geoenvironmental Engineering, 123(5), 453-467. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:5(453)
Bennett, M. J. and Tinsley, J. C. I. (1995). Geotechnical Data from Surface and Subsurface Samples Outside of and Within Liquefaction-Related Ground Failures Caused by the October 17, 1989, Loma Prieta Earthquake, Santa Cruz and Monterey Counties, California. Open-File Report 95-663, U. S. Department of the Interior, U. S. Geological Survey, Menlo Park, California. https://doi.org/10.3133/ofr95663
Toprak, S., Holzer, T. L., Bennett, M. J., and Tinsley, J. C. I. (1999). CPT- and SPT- based Probabilistic Assessment of Liquefaction. Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction MCEER 99-0019, Seattle, WA, 69-86. https://www.eng.buffalo.edu/mceer-reports/99/99-0019.pdf
Tuttle, M., Cowie, P., Tinsley, J., Bennett, M., Berrill, J. (1990). Liquefaction and foundation failure of Chevron oil and gasoline tanks at Moss Landing, California. Geophysical Research Letters, 17(10): 1797-1800. https://doi.org/10.1029/GL017i010p01797

Tatsumi

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.649703 139.808481 Download
✓
Remarks: See also Stewart et al. (2016)
Associated Citations Link
Stewart, JP, SL Kramer, DY Kwak, MW Greenfield, RE Kayen, K Tokimatsu, JD Bray, CZ Beyzaei, M Cubrinovski, T Sekiguchi, S Nakai, Y Bozorgnia (2016). PEER-NGL project: Open source global database and model development for the next-generation of liquefaction assessment procedures, Soil Dynamics and Earthquake Engineering, 91, 317-328. https://doi.org/10.1016/j.soildyn.2016.07.009

Shinariake

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.622928 139.791001 Download
✓
Remarks: See also Stewart et al. (2016)
Associated Citations Link
Stewart, JP, SL Kramer, DY Kwak, MW Greenfield, RE Kayen, K Tokimatsu, JD Bray, CZ Beyzaei, M Cubrinovski, T Sekiguchi, S Nakai, Y Bozorgnia (2016). PEER-NGL project: Open source global database and model development for the next-generation of liquefaction assessment procedures, Soil Dynamics and Earthquake Engineering, 91, 317-328. https://doi.org/10.1016/j.soildyn.2016.07.009

Chuo

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.600381 140.102226 Download
✓
Remarks: See also Stewart et al. (2016)
Associated Citations Link
Stewart, JP, SL Kramer, DY Kwak, MW Greenfield, RE Kayen, K Tokimatsu, JD Bray, CZ Beyzaei, M Cubrinovski, T Sekiguchi, S Nakai, Y Bozorgnia (2016). PEER-NGL project: Open source global database and model development for the next-generation of liquefaction assessment procedures, Soil Dynamics and Earthquake Engineering, 91, 317-328. https://doi.org/10.1016/j.soildyn.2016.07.009

Sunamachi

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.662239 139.834382 Download
✓
Remarks: See also Stewart et al. (2016)
Associated Citations Link
Stewart, JP, SL Kramer, DY Kwak, MW Greenfield, RE Kayen, K Tokimatsu, JD Bray, CZ Beyzaei, M Cubrinovski, T Sekiguchi, S Nakai, Y Bozorgnia (2016). PEER-NGL project: Open source global database and model development for the next-generation of liquefaction assessment procedures, Soil Dynamics and Earthquake Engineering, 91, 317-328. https://doi.org/10.1016/j.soildyn.2016.07.009

Choshi

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.735363 140.827316 Download
✓
Remarks: See Stewart et al. 2016

OSU-PDX Airport Test Site (Site D)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
45.5755555 -122.56941 Download
✗
Remarks: Test Site is located approximately 1.5 km east by southeast of the eastern-most edge of the South Runway of PDX airport and 150 m south of NE Cascades Parkway, Oregon. The soils at the test site and in the depths of interest are characterized by fine sands and silts from the late Pleistocene era. Port of Portland (PDX) test site selected for controlled blasting experiments conducted to evaluate dynamic soil properties described in Jana and Stuedlein (2021a,b,c) and Jana et al. (2021). "https://doi.org/10.1061/(ASCE)GT.1943-5606.0002462 " , " https://doi.org/10.1061/(ASCE)GT.1943-5606.0002523", "https://doi.org/10.1139/cgj-2020-0652" & https://doi.org/10.1520/GTJ20190426
Associated Citations Link
Jana, A., & Stuedlein, A. W. (2021). Monotonic, Cyclic, and Postcyclic Responses of an Alluvial Plastic Silt Deposit. Journal of Geotechnical and Geoenvironmental Engineering, 147(3), 04020174. https://ascelibrary.org/doi/full/10.1061/%28ASCE%29GT.1943-5606.0002462
Jana, A., & Stuedlein, A. W. (2021). Dynamic In Situ Nonlinear Inelastic Response of a Deep Medium Dense Sand Deposit. Journal of Geotechnical and Geoenvironmental Engineering, 147(6), 04021039. https://ascelibrary.org/doi/full/10.1061/%28ASCE%29GT.1943-5606.0002523
Jana, A., & Stuedlein, A. W. (2022). Dynamic, in situ, nonlinear-inelastic response and post-cyclic strength of a plastic silt deposit. Canadian Geotechnical Journal, 59(1), 111-128. https://cdnsciencepub.com/doi/full/10.1139/cgj-2020-0652
Jana, A., Donaldson, A. M., Stuedlein, A. W., & Evans, T. M. (2021). Deep, In Situ Nonlinear Dynamic Testing of Soil with Controlled Blasting: Instrumentation, Calibration, and Application to a Plastic Silt Deposit. Geotechnical Testing Journal, 44(5), 1301-1326. https://www.astm.org/gtj20190426.html
Stuedlein, A. W., Dadashiserej, A., Jana, A., & Evans, T. M. (2023). Liquefaction susceptibility and cyclic response of intact nonplastic and plastic silts. Journal of Geotechnical and Geoenvironmental Engineering, 149(1), 04022125. https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0002935
Dadashiserej, A., Jana, A., Stuedlein, A. W., & Evans, T. M. (2024). Cyclic Resistance Models for Transitional Silts with Application to Subduction Zone Earthquakes. Journal of Geotechnical and Geoenvironmental Engineering, 150(2), 04023135. https://ascelibrary.org/doi/abs/10.1061/JGGEFK.GTENG-11671

Nantou MAA C-15

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.91592 120.6991 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Wufeng MAA C-15

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.05592 120.69621 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA C-7

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.97359 120.57131 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA C-8

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.96864 120.56025 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA C-9

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.96666 120.57274 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA C-10

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.96731 120.58293 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA C-11

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.96999 120.59786 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA C-13

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.96242 120.57813 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA C-31

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.95381 120.59507 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA C-36

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.96179 120.5922 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA BH-7

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.97203 120.57604 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
BH-7 Boring Log Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA BH-12, C-16

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.962319 120.588218 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).

Juan Pablo

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-36.815061 -73.083569 Precambrian?Paleozoic (APZ) Download
✗
Associated Citations Link
Hayden, C. P. (2014). Liquefaction-Induced Building Performance and Near-Fault Ground Motions. UC Berkeley. ProQuest ID: Hayden_berkeley_0028E_14753. Merritt ID: ark:/13030/m51r9v3c. Retrieved from https://escholarship.org/uc/item/89d1g8hg https://escholarship.org/uc/item/89d1g8hg
Yen, W. Phillip, et al. Post-earthquake reconnaissance report on transportation infrastructure: impact of the February 27, 2010, Offshore Maule earthquake in Chile. No. FHWA-HRT-11-030. United States. Federal Highway Administration. Office of Infrastructure Research and Development, 2011. https://www.fhwa.dot.gov/publications/research/infrastructure/structures/11030/11030.pdf
Report of the National Science Foundation-Sponsored Geoengineering Extreme Events Reconnaissance (GEER) Team. GEER Association Report No. GEER-022, May 25, 2010, pages 1-347. https://digitalcommons.calpoly.edu/cenv_fac/212

La Mochita

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-36.847117 -73.055353 Precambrian?Paleozoic (APZ) Download
✗
Associated Citations Link
Ledezma, Christian, et al. "Effects of ground failure on bridges, roads, and railroads." Earthquake Spectra 28.1_suppl1 (2012): 119-143. https://doi.org/10.1193%2F1.4000024

Llacolen

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-36.829797 -73.068342 Precambrian?Paleozoic (APZ) Download
✗
Associated Citations Link
Hayden, C. P. (2014). Liquefaction-Induced Building Performance and Near-Fault Ground Motions. UC Berkeley. ProQuest ID: Hayden_berkeley_0028E_14753. Merritt ID: ark:/13030/m51r9v3c. Retrieved from https://escholarship.org/uc/item/89d1g8hg https://escholarship.org/uc/item/89d1g8hg
Ledezma, Christian, et al. "Effects of ground failure on bridges, roads, and railroads." Earthquake Spectra 28.1_suppl1 (2012): 119-143. https://doi.org/10.1193%2F1.4000024
Olsen, Michael J., et al. "Damage assessment of the 2010 Chile earthquake and tsunami using terrestrial laser scanning." Earthquake Spectra 28.1_suppl1 (2012): 179-197. https://doi.org/10.1193/1.4000021
Arduino, Pedro & Ashford, Scott & Asimaki, Domniki & Bray, Jonathan & Eldridge, Terry & Frost, J. & Hashash, Youssef & Hutchinson, Tara & Johnson, Laurie & Kelson, Keith & Kayen, Robert & Ledezma, Christian & Moss, Robb & Mylonakis, George & Olson, Scott & Rollins, Kyle & Sitar, Nicholas & Stewart, Jonathan & Urzua, Alfredo & Zoa, Nick. (2010). Geo-Engineering Reconnaissance of the 2010 Maule, Chile Earthquake. Civil and Environmental Engineering. https://www.researchgate.net/publication/50298292_Geo-Engineering_Reconnaissance_of_the_2010_Maule_Chile_Earthquake

Lo Rojas

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.0245 -73.155881 Quaternary (Q) Download
✗
Associated Citations Link
Tryon, Ginger Emily. Evaluation of Current Empirical Methods for Predicting Lateral Spread-Induced Ground Deformations for Large Magnitude Earthquakes Using Maule Chile 2010 Case Histories. Brigham Young University, 2014. https://www.proquest.com/dissertations-theses/evaluation-current-empirical-methods-predicting/docview/2498956754/se-2
Arduino, Pedro & Ashford, Scott & Asimaki, Domniki & Bray, Jonathan & Eldridge, Terry & Frost, J. & Hashash, Youssef & Hutchinson, Tara & Johnson, Laurie & Kelson, Keith & Kayen, Robert & Ledezma, Christian & Moss, Robb & Mylonakis, George & Olson, Scott & Rollins, Kyle & Sitar, Nicholas & Stewart, Jonathan & Urzua, Alfredo & Zoa, Nick. (2010). Geo-Engineering Reconnaissance of the 2010 Maule, Chile Earthquake. Civil and Environmental Engineering. https://www.researchgate.net/publication/50298292_Geo-Engineering_Reconnaissance_of_the_2010_Maule_Chile_Earthquake
Williams, N. D. (2015). Evaluation of empirical prediction methods for liquefaction-induced lateral spread from the 2010 maule, chile, M0RW1S34RfeSDcfkexd09rT4w1RW1S34RfeSDcfkexd09rT4 8.8 earthquake in port coronel (Order No. 28105669). Available from ProQuest Dissertations & Theses Global. (2480246754). https://www.proquest.com/dissertations-theses/evaluation-empirical-prediction-methods/docview/2480246754/se-2
de la Maza, G., et al. "Liquefaction-induced lateral spreading in Coronel: Field survey and numerical modeling." (2015). https://www.academia.edu/download/86462703/Saez_20333.00_.pdf

Mataquito

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-35.0518815 -72.1632461 Quaternary (Q) Download
✗
Associated Citations Link
Ledezma, Christian, et al. "Effects of ground failure on bridges, roads, and railroads." Earthquake Spectra 28.1_suppl1 (2012): 119-143. https://doi.org/10.1193%2F1.4000024
Arduino, Pedro & Ashford, Scott & Asimaki, Domniki & Bray, Jonathan & Eldridge, Terry & Frost, J. & Hashash, Youssef & Hutchinson, Tara & Johnson, Laurie & Kelson, Keith & Kayen, Robert & Ledezma, Christian & Moss, Robb & Mylonakis, George & Olson, Scott & Rollins, Kyle & Sitar, Nicholas & Stewart, Jonathan & Urzua, Alfredo & Zoa, Nick. (2010). Geo-Engineering Reconnaissance of the 2010 Maule, Chile Earthquake. Civil and Environmental Engineering. https://www.researchgate.net/publication/50298292_Geo-Engineering_Reconnaissance_of_the_2010_Maule_Chile_Earthquake
Ledezma, Christian. "Lessons from the seismic performance of pile-supported bridges affected by liquefaction during the M8. 8 2010 Maule Chile earthquake." 7th International Conference on Case Histories in Geotechnical Engineering. doi. Vol. 10. 2013. https://core.ac.uk/download/pdf/229077736.pdf

Port Coronel

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.029428 -73.149089 Precambrian?Paleozoic (APZ) Download
✗
Associated Citations Link
Tryon, Ginger Emily. Evaluation of Current Empirical Methods for Predicting Lateral Spread-Induced Ground Deformations for Large Magnitude Earthquakes Using Maule Chile 2010 Case Histories. Brigham Young University, 2014. https://www.proquest.com/dissertations-theses/evaluation-current-empirical-methods-predicting/docview/2498956754/se-2
Arduino, Pedro & Ashford, Scott & Asimaki, Domniki & Bray, Jonathan & Eldridge, Terry & Frost, J. & Hashash, Youssef & Hutchinson, Tara & Johnson, Laurie & Kelson, Keith & Kayen, Robert & Ledezma, Christian & Moss, Robb & Mylonakis, George & Olson, Scott & Rollins, Kyle & Sitar, Nicholas & Stewart, Jonathan & Urzua, Alfredo & Zoa, Nick. (2010). Geo-Engineering Reconnaissance of the 2010 Maule, Chile Earthquake. Civil and Environmental Engineering. https://www.researchgate.net/publication/50298292_Geo-Engineering_Reconnaissance_of_the_2010_Maule_Chile_Earthquake

Tubul Bridge

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.230486 -73.457156 Quaternary (Q) Download
✗
Associated Citations Link
Yen, W. Phillip, et al. Post-earthquake reconnaissance report on transportation infrastructure: impact of the February 27, 2010, Offshore Maule earthquake in Chile. No. FHWA-HRT-11-030. United States. Federal Highway Administration. Office of Infrastructure Research and Development, 2011. https://www.fhwa.dot.gov/publications/research/infrastructure/structures/11030/11030.pdf
Arduino, Pedro, Christopher McGann, and Alborz Ghofrani. Numerical evaluation of forces on piled bridge foundations in laterally spreading soil. No. WA-RD 874.1. Washington (State). Dept. of Transportation. Research Office, 2017. https://rosap.ntl.bts.gov/view/dot/34489

Tubul Raqui

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-37.253219 -73.43945 Quaternary (Q) Download
✗
Associated Citations Link
Yen, W. Phillip, et al. Post-earthquake reconnaissance report on transportation infrastructure: impact of the February 27, 2010, Offshore Maule earthquake in Chile. No. FHWA-HRT-11-030. United States. Federal Highway Administration. Office of Infrastructure Research and Development, 2011. https://www.fhwa.dot.gov/publications/research/infrastructure/structures/11030/11030.pdf
Arduino, Pedro & Ashford, Scott & Asimaki, Domniki & Bray, Jonathan & Eldridge, Terry & Frost, J. & Hashash, Youssef & Hutchinson, Tara & Johnson, Laurie & Kelson, Keith & Kayen, Robert & Ledezma, Christian & Moss, Robb & Mylonakis, George & Olson, Scott & Rollins, Kyle & Sitar, Nicholas & Stewart, Jonathan & Urzua, Alfredo & Zoa, Nick. (2010). Geo-Engineering Reconnaissance of the 2010 Maule, Chile Earthquake. Civil and Environmental Engineering. https://www.researchgate.net/publication/50298292_Geo-Engineering_Reconnaissance_of_the_2010_Maule_Chile_Earthquake
Arduino, Pedro, Christopher McGann, and Alborz Ghofrani. Numerical evaluation of forces on piled bridge foundations in laterally spreading soil. No. WA-RD 874.1. Washington (State). Dept. of Transportation. Research Office, 2017. https://rosap.ntl.bts.gov/view/dot/34489

Dallington Loop (Cut Bank)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.519647 172.672752 Quaternary (undivided) Download
✗
Associated Citations Link
Robinson, K. M. (2016). Liquefaction-induced lateral spreading in the 2010-2011 Canterbury earthquakes. University of Canterbury. https://doi.org/10.26021/1749
10.26021/1749
New Zealand geotechnical Database (NZGD) (2018) https://www.nzgd.org.nz/
Robinson, Kelly M. "Liquefaction-induced lateral spreading in the 2010-2011 Canterbury earthquakes." (2016). http://dx.doi.org/10.26021/1749
New Zealand geotechnical Database (NZGD) (2018) https://www.nzgd.org.nz/

Anzac Bridge

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.500838 172.701143 Quaternary (undivided) Download
✗

Beckenham

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.561575 172.646876 Quaternary (undivided) Download
✗
Associated Citations Link
New Zealand geotechnical Database (NZGD) (2018) https://www.nzgd.org.nz/
Robinson, Kelly M. "Liquefaction-induced lateral spreading in the 2010-2011 Canterbury earthquakes." (2016). http://dx.doi.org/10.26021/1749

CBD

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.530325 172.63563 Quaternary (undivided) Download
✗
Associated Citations Link
New Zealand geotechnical Database (NZGD) (2018) https://www.nzgd.org.nz/
Robinson, Kelly M. "Liquefaction-induced lateral spreading in the 2010-2011 Canterbury earthquakes." (2016). http://dx.doi.org/10.26021/1749

Avondale

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.503195 172.688113 Quaternary (undivided) Download
✗
Associated Citations Link
New Zealand geotechnical Database (NZGD) (2018) https://www.nzgd.org.nz/
Robinson, Kelly M. "Liquefaction-induced lateral spreading in the 2010-2011 Canterbury earthquakes." (2016). http://dx.doi.org/10.26021/1749

Avon Park

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.519022 172.678893 Quaternary (undivided) Download
✗
Associated Citations Link
New Zealand geotechnical Database (NZGD) (2018) https://www.nzgd.org.nz/
Robinson, Kelly M. "Liquefaction-induced lateral spreading in the 2010-2011 Canterbury earthquakes." (2016). http://dx.doi.org/10.26021/1749

Avonside Loop

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.516413 172.668226 Quaternary (undivided) Download
✗
Associated Citations Link
New Zealand geotechnical Database (NZGD) (2018) https://www.nzgd.org.nz/
Robinson, Kelly M. "Liquefaction-induced lateral spreading in the 2010-2011 Canterbury earthquakes." (2016). http://dx.doi.org/10.26021/1749

Bend at Locksley Ave

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.516809 172.679993 Quaternary (undivided) Download
✗
Associated Citations Link
New Zealand geotechnical Database (NZGD) (2018) https://www.nzgd.org.nz/
Robinson, Kelly M. "Liquefaction-induced lateral spreading in the 2010-2011 Canterbury earthquakes." (2016). http://dx.doi.org/10.26021/1749

Bexley

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.515068 172.724343 Quaternary (undivided) Download
✗

Dallington Loop (Point Bar)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.519614 172.672971 Quaternary (undivided) Download
✗
Associated Citations Link
Robinson, Kelly M. "Liquefaction-induced lateral spreading in the 2010-2011 Canterbury earthquakes." (2016). http://dx.doi.org/10.26021/1749
New Zealand geotechnical Database (NZGD) (2018) https://www.nzgd.org.nz/

Pleasant Point Yacht Club

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.526236 172.723872 Quaternary (undivided) Download
✗
Associated Citations Link
New Zealand geotechnical Database (NZGD) (2018) https://www.nzgd.org.nz/
Robinson, Kelly M. "Liquefaction-induced lateral spreading in the 2010-2011 Canterbury earthquakes." (2016). http://dx.doi.org/10.26021/1749

St. Martins

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
-43.554531 172.659258 Quaternary (undivided) Download
✗
Associated Citations Link
New Zealand geotechnical Database (NZGD) (2018) https://www.nzgd.org.nz/
Robinson, Kelly M. "Liquefaction-induced lateral spreading in the 2010-2011 Canterbury earthquakes." (2016). http://dx.doi.org/10.26021/1749

Yuanlin MAA BH-18

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.952678 120.576243 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
MAA BH-18: Boring with SPT Download

Yuanlin MAA BH-41

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.958829 120.590381 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
MAA BH-41: Boring with SPT Download

Yuanlin MAA BH-14

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.963465 120.600662 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
BH-14 Boring Log Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA BH-43

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.952259 120.593812 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
MAA BH-43: Boring with SPT Download

Yuanlin MAA BH-44

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.9503 120.598764 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
MAA BH-44: Boring with SPT Download

Yuanlin MAA BH-45

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.949262 120.598988 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
MAA BH-45: Boring with SPT Download

Yuanlin MAA BH-26

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.947095 120.5757 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
BH-26 Boring Log Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA BH-46

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.949631 120.593729 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
MAA BH-46: Boring with SPT Download

Yuanlin MAA BH-35

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.947062 120.59724 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Yuanlin MAA C-15, BH-15

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.95998 120.5801 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/y-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
MAA C-15, BH-15: Seismic CPT log Download
MAA C-15, BH-15: CPT data file Download
MAA C-15, BH-15: CPT log Download

Nantou MAA BH-3

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.909823 120.695999 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Nantou MAA BH-5

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.918659 120.688057 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Nantou Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Nantou MAA BH-6

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.91356 120.696122 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Nantou Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Nantou MAA BH-7

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.914302 120.694082 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Nantou Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Nantou MAA BH-8

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.904257 120.702209 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Nantou Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Nantou MAA BH-9

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.906916 120.684321 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Nantou Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Nantou MAA BH-11

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.922 120.693871 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Nantou Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Nantou MAA BH-12

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.916699 120.699164 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Nantou Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Nantou MAA BH-13

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
23.902096 120.686425 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Nantou Site Map (Moh and Associates Report) View Download
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

Van Buren Bridge Site (Site B)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
44.5654 -123.2564 Download
✗
Remarks: The Van Buren Bridge crosses the Willamette River in Corvallis, OR, and serves to connect Benton County to the west with Linn County to the east of the Willamette River. The soil at the test site and depth of interest consists of medium stiff to very stiff low plasticity sandy silt to silt alluvium from Holocene age. The monotonic, cyclic, and post-cyclic responses of a lightly-overconsolidated, low plasticity silt deposit were investigated and reported in Dadashiserej et al. (2022) to support the geotechnical design of a proposed bridge replacement. "https://ascelibrary.org/doi/abs/10.1061/9780784484043.042 "
Associated Citations Link
Dadashiserej, A., Jana, A., Stuedlein, A. W., & Evans, T. M. (2022). Effect of strain history on the monotonic and cyclic response of natural and reconstituted silts. Soil Dynamics and Earthquake Engineering, 160, 107329. https://www.sciencedirect.com/science/article/abs/pii/S0267726122001786
Dadashiserej, A., Jana, A., Ortiz, S. C., Walters, J. J., Stuedlein, A. W., & Evans, T. M. (2022, March). Monotonic, Cyclic, and Post-Cyclic Response of Willamette River Silt at the Van Buren Bridge. In Geo-Congress 2022 (pp. 431-443). https://ascelibrary.org/doi/abs/10.1061/9780784484043.042
Dadashiserej, A., Jana, A., Stuedlein, A. W., & Evans, T. M. (2024). Cyclic Resistance Models for Transitional Silts with Application to Subduction Zone Earthquakes. Journal of Geotechnical and Geoenvironmental Engineering, 150(2), 04023135. https://ascelibrary.org/doi/abs/10.1061/JGGEFK.GTENG-11671
Stuedlein, A. W., Dadashiserej, A., Jana, A., & Evans, T. M. (2023). Liquefaction susceptibility and cyclic response of intact nonplastic and plastic silts. Journal of Geotechnical and Geoenvironmental Engineering, 149(1), 04022125. https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0002935

Wufeng MAA BH-1

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.064046 120.688799 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng MAA BH-1: Boring with SPT Download

Wufeng MAA BH-3

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.065763 120.69135 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng MAA BH-3: Boring with SPT Download

Wufeng MAA BH-4

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.05674 120.688611 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng MAA BH-4: Boring with SPT Download

Wufeng MAA BH-5

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.065446 120.698806 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng MAA BH-5: Boring with SPT Download

Wufeng MAA C-7, BH-7

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.05949 120.6993 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng MAA C-7, BH-7: CPT Log Download
Wufeng MAA C-7, BH-7: CPT Data File Download
Wufeng MAA C-7, BH-7: Seismic CPT Log Download
Wufeng MAA C-7, BH-7: Boring with SPT Download

Wufeng MAA C-8, BH-8

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.0567 120.69821 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng MAA C-8, BH-8: CPT Log Download
Wufeng MAA C-8, BH-8: CPT Data File Download
Wufeng MAA C-8, BH-8: Seismic CPT Log Download
Wufeng MAA C-8, BH-8: Boring with SPT Download

Wufeng MAA BH-9

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.053842 120.693991 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng MAA BH-9: Boring with SPT Download

Wufeng MAA C-10, BH-10

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.05351 120.69677 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng MAA C-10, BH-10: CPT Log Download
Wufeng MAA C-10, BH-10: CPT Data File Download
Wufeng MAA C-10, BH-10: Seismic CPT Log Download
Wufeng MAA C-10, BH-10: Boring with SPT Download

Wufeng MAA BH-11

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.062664 120.696644 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng MAA BH-11: Boring with SPT Download

Wufeng MAA BH-12

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.050435 120.695026 Download
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Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng MAA BH-12: Boring with SPT Download

Wufeng MAA BH-13

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.06435 120.698433 Download
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Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng MAA BH-13: Boring with SPT Download

Wufeng Site D

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.06807 120.70046 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/n-ncreemaa.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng WDS1 Download

Wufeng Site E

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.06399 120.70051 Download
✓
Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/wufeng-site-e.html. Geographic coordinates were estimated from map provided by PEER (2000).
Associated Files Actions
Wufeng WES1 Download

Whiskey Springs

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
44.08437 -113.84131 Pleistocene alluvial and glacial outwash deposits below Holocene fluvial and alluvial deposits Download
✗
Remarks: Youd et al. (1985), Andrus and Youd (1987)
Associated Files Actions
Fig 3.3 Map of Whiskey Springs site (Andrus and Youd 1987) View Download
Fig 7.1a A-A' Cross Section from Fig 3.3 (Andrus and Youd 1987) View Download
Fig 7.1b A-A' Cross Section from Fig 3.3 (Andrus and Youd 1987) View Download
Fig 8 Whiskey Springs ("Site 2" in figure) vicinity map (Youd et al 1985) View Download
Associated Citations Link
Andrus, R. D. and Youd, T. L. (1987). Subsurface Investigation of a Liquefaction- Induced Lateral Spread Thousand Springs Valley, Idaho. Misc. paper GL-87-8, U.S. Army Corps of Engineers. https://hdl.handle.net/11681/10304
Youd, T.L., Harp, E.L., Keefer, D.K., Wilson R.C. (1985). The Borah Peak, Idaho earthquake of October 28, 1983--Liquefaction. Earthquake Spectra, 2(1):71-89. https://doi.org/10.1193%2F1.1585303

Hosoyama Nekki (HOS)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.66255 139.90235 Download
✗
Remarks: See Cox et al. (2013) and Boulanger and Idriss (2014), and the GEER report https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=40
Associated Citations Link
2011 Tohoku Earthquake, CPT Dataset (2011) https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=40
Cox, B.R., Boulanger, R.W., Tokimatsu, K., Wood, C.M., Abe, A., Ashford, S., Donahue, J., Ishihara, K., Kayen, R., Katsumata, K. and Kishida, T. (2013). Liquefaction at strong motion stations and in Urayasu City in the 2011 Great East Japan Earthquake. Earthquake Spectra, 29(S1), S55-S80. https://doi.org/10.1193/1.4000110

Takasu Chuou Park (TKK)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.63775 139.91561 Download
✗
Remarks: See Cox et al. (2013) and Boulanger and Idriss (2014), and the GEER report https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=40
Associated Citations Link
2011 Tohoku Earthquake, CPT Dataset (2011) https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=40
Cox, B.R., Boulanger, R.W., Tokimatsu, K., Wood, C.M., Abe, A., Ashford, S., Donahue, J., Ishihara, K., Kayen, R., Katsumata, K. and Kishida, T. (2013). Liquefaction at strong motion stations and in Urayasu City in the 2011 Great East Japan Earthquake. Earthquake Spectra, 29(S1), S55-S80. https://doi.org/10.1193/1.4000110
https://doi.org/10.1193/1.4000110

Takasu Kaihin Park (TKM)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.63195 139.91901 Download
✗
Remarks: See Cox et al. (2013) and Boulanger and Idriss (2014), and the GEER report https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=40
Associated Citations Link
2011 Tohoku Earthquake, CPT Dataset (2011) https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=40
Cox, B.R., Boulanger, R.W., Tokimatsu, K., Wood, C.M., Abe, A., Ashford, S., Donahue, J., Ishihara, K., Kayen, R., Katsumata, K. and Kishida, T. (2013). Liquefaction at strong motion stations and in Urayasu City in the 2011 Great East Japan Earthquake. Earthquake Spectra, 29(S1), S55-S80. https://doi.org/10.1193/1.4000110

Akemi Elementary (AKM) School

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.6377 139.92451 Download
✗
Remarks: See Cox et al. (2013) and Boulanger and Idriss (2014), and the GEER report https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=40
Associated Citations Link
2011 Tohoku Earthquake, CPT Dataset (2011) https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=40
Cox, B.R., Boulanger, R.W., Tokimatsu, K., Wood, C.M., Abe, A., Ashford, S., Donahue, J., Ishihara, K., Kayen, R., Katsumata, K. and Kishida, T. (2013). Liquefaction at strong motion stations and in Urayasu City in the 2011 Great East Japan Earthquake. Earthquake Spectra, 29(S1), S55-S80. https://doi.org/10.1193/1.4000110

Hinode Elementary School (JAL)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.64597 139.92565 Download
✗
Remarks: See Cox et al. (2013) and Boulanger and Idriss (2014), and the GEER report https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=40
Associated Citations Link
2011 Tohoku Earthquake, CPT Dataset (2011) https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=40
Cox, B.R., Boulanger, R.W., Tokimatsu, K., Wood, C.M., Abe, A., Ashford, S., Donahue, J., Ishihara, K., Kayen, R., Katsumata, K. and Kishida, T. (2013). Liquefaction at strong motion stations and in Urayasu City in the 2011 Great East Japan Earthquake. Earthquake Spectra, 29(S1), S55-S80. https://doi.org/10.1193/1.4000110

Irifune Nursery School (IRF)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
35.64889 139.916 Download
✗
Remarks: See Cox et al. (2013) and Boulanger and Idriss (2014), and the GEER report https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=40
Associated Citations Link
2011 Tohoku Earthquake, CPT Dataset (2011) https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=40
Cox, B.R., Boulanger, R.W., Tokimatsu, K., Wood, C.M., Abe, A., Ashford, S., Donahue, J., Ishihara, K., Kayen, R., Katsumata, K. and Kishida, T. (2013). Liquefaction at strong motion stations and in Urayasu City in the 2011 Great East Japan Earthquake. Earthquake Spectra, 29(S1), S55-S80. https://doi.org/10.1193/1.4000110

Algiers

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
36.7538 3.0588 Download
✗

Boone Bridge Site (Site F)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
45.29 -122.77 Download
✗
Associated Citations Link
Dadashiserej, A., Jana, A., Stuedlein, A. W., & Evans, T. M. (2024). Cyclic Resistance Models for Transitional Silts with Application to Subduction Zone Earthquakes. Journal of Geotechnical and Geoenvironmental Engineering, 150(2), 04023135. https://ascelibrary.org/doi/abs/10.1061/JGGEFK.GTENG-11671
Stuedlein, A. W., Dadashiserej, A., Jana, A., & Evans, T. M. (2023). Liquefaction susceptibility and cyclic response of intact nonplastic and plastic silts. Journal of Geotechnical and Geoenvironmental Engineering, 149(1), 04022125. https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0002935

PDX-TS4 Site (Site E)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
45.58 -122.57 Download
✗
Associated Citations Link
Dadashiserej, A., Jana, A., Stuedlein, A. W., & Evans, T. M. (2022). Effect of strain history on the monotonic and cyclic response of natural and reconstituted silts. Soil Dynamics and Earthquake Engineering, 160, 107329. https://www.sciencedirect.com/science/article/abs/pii/S0267726122001786
Dadashiserej, A., Jana, A., Ortiz, S. C., Walters, J. J., Stuedlein, A. W., & Evans, T. M. (2022, March). Monotonic, Cyclic, and Post-Cyclic Response of Willamette River Silt at the Van Buren Bridge. In Geo-Congress 2022 (pp. 431-443). https://ascelibrary.org/doi/abs/10.1061/9780784484043.042
Dadashiserej, A., Jana, A., Stuedlein, A. W., & Evans, T. M. (2024). Cyclic Resistance Models for Transitional Silts with Application to Subduction Zone Earthquakes. Journal of Geotechnical and Geoenvironmental Engineering, 150(2), 04023135. https://ascelibrary.org/doi/abs/10.1061/JGGEFK.GTENG-11671
Stuedlein, A. W., Dadashiserej, A., Jana, A., & Evans, T. M. (2023). Liquefaction susceptibility and cyclic response of intact nonplastic and plastic silts. Journal of Geotechnical and Geoenvironmental Engineering, 149(1), 04022125. https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0002935

Pence Ranch

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
43.99414 -113.772733 Pence Ranch is covered by a thin mantle of loess consisting of fine silty sand. Beneath this mantle lies a complex sequence of braided, fluvial sediment. Download
✗
Remarks: Youd et al. (1985), Stokoe et al. (1988), Andrus et al. (1991)
Associated Files Actions
Pence Ranch Regional Map (Youd et al 1985) View Download
General cross-section (Stokoe et al 1988) View Download
Cross section (Andrus et al 1991) View Download
Locations of tests (Andrus et al 1991) View Download
Site Plan (Stokoe et al 1988) View Download
Site Plan (Andrus et al 1991) View Download
Associated Citations Link
Andrus, R. D., Stokoe, K. H., II, and Roesset, J. M. (1991). Liquefaction of Gravelly Soil at Pence Ranch During the 1983 Borah Peak, Idaho Earthquake. Soil Dynamics and Earthquake Engineering V Computational Mechanics Publications and Elsevier Applied Science, London. https://doi.org/10.1016/0148-9062(93)90924-3
Harder, L. F. (1988) Use of penetration tests to determine the cyclic loading resistance of gravelly soils during earthquake shaking. PhD Dissertation, University of California, Berkeley.
Youd, T.L., Harp, E.L., Keefer, D.K., Wilson R.C. (1985). The Borah Peak, Idaho earthquake of October 28, 1983--Liquefaction. Earthquake Spectra, 2(1):71-89. https://doi.org/10.1193%2F1.1585303
Stokoe, K.H. II, Rix, G.J., Sanchez-Salinero, I., Andrus, R.D., Mok Y.-J. (1988). Liquefaction of gravelly soils during the 1983 Borah Peak, Idaho earthquake. Proceedings of Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, Vol III p. 183-188.

SC#4

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
44.80433916 11.41814357 Download
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Remarks: Field observations from INGV (2012), RER GIS database, and Facciorusso et al. (2015). CPT log from RER GIS database

SC#5

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
44.79884961 11.41184769 Download
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Remarks: Reconnaissance observation and photos from INGV (2012). Liquefaction manifestations from Facciorusso et al. (2015). CPT log from RER GIS database

SC#9

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
44.81340194 11.39755812 Download
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Remarks: Reconnaissance observation and photos from INGV (2012). Liquefaction manifestations from Facciorusso et al. (2015). CPT log from RER GIS database

M#5

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
44.82928816 11.46288068 Download
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Remarks: Reconnaissance observation and photos from INGV (2012). Liquefaction manifestations from Facciorusso et al. (2015). CPT log from RER GIS database

Wufeng MAA BH-14

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
24.08145 120.67491 Download
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Remarks: Site data from PEER (2000): https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/wufeng_ncreemaa.html. Geographic coordinates were approximated using N and E coordinates on the boring log (roughly, so confidence in location is moderate).
Associated Citations Link
PEER (2000). Documentation of Soil Conditions at Liquefaction Sites from 1999 Chi- Chi, Taiwan Earthquake. https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html https://apps.peer.berkeley.edu/lifelines/research_projects/3A02/index.html

C135

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
44.80609701 11.41437354 Download
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Remarks: Field observations from INGV (2012), RER GIS database. CPT log from RER GIS database

Port of Vathy BH-1

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.7571 26.9701 Download
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Remarks: Site data from geotechnical reconnaissance report (Ziotopoulou et al. 2022)
Associated Files Actions
Port of Vathy BH-1 View Download
Port of Vathy BH-1: Surface Manifestations View Download
Port of Vathy BH-1: Vs Profile View Download

Port of Malagari BH-4, BH-5

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.7531 26.9586 Download
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Remarks: Site data from geotechnical reconnaissance report (Ziotopoulou et al. 2022)
Associated Files Actions
Port of Malagari (BH-4 and BH-5) View Download
Port of Malagari: Vs Profile View Download
Port of Malagari: Surface Manifestations View Download

Gulf of Vathy BH-2, BH-3

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
37.754 26.9788 Download
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Remarks: Site data from geotechnical reconnaissance report (Ziotopoulou et al. 2022)
Associated Files Actions
Gulf of Vathy (BH-2 and BH-3) View Download
Gulf of Vathy: Vs Profile View Download

OSU-Longview Blast Test Site (Site A)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
46.14675 -123.0191167 Download
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Remarks: Site is located at Barlow Point, which is owned by the Port of Longview, situated approximately 6 km west of the City of Longview. The site is constrained by the Mt. Solo Landfill to the north, Industrial Road to the east, and the Columbia River to the south and west.
Associated Citations Link
Dadashiserej, A., Jana, A., Stuedlein, A. W., & Evans, T. M. (2024). Cyclic Resistance Models for Transitional Silts with Application to Subduction Zone Earthquakes. Journal of Geotechnical and Geoenvironmental Engineering, 150(2), 04023135. https://ascelibrary.org/doi/abs/10.1061/JGGEFK.GTENG-11671
Stuedlein, A. W., Dadashiserej, A., Jana, A., & Evans, T. M. (2023). Liquefaction susceptibility and cyclic response of intact nonplastic and plastic silts. Journal of Geotechnical and Geoenvironmental Engineering, 149(1), 04022125 https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0002935
Dadashiserej, A., Jana, A., Xu, Z., Stuedlein, A. W., Evans, T. M., Stokoe II, K. H., & Cox, B. R. (2023). Dynamic Response of a Low Plasticity Silt Deposit: Comparison of In-situ and Laboratory Responses. Canadian Geotechnical Journal, (ja). https://cdnsciencepub.com/doi/pdf/10.1139/cgj-2022-0579
Jana, A., Dadashiserej, A., Zhang, B., Stuedlein, A. W., Matthew Evans, T., Stokoe, K. H., & Cox, B. R. (2023). Multidirectional vibroseis shaking and controlled blasting to determine the dynamic in situ response of a low-plasticity silt deposit. Journal of Geotechnical and Geoenvironmental Engineering, 149(3), 04023006. https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002924

Site G, Oregon

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
45.52286111 -122.6649722 Download
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Remarks: Test Site is Site G in Jana et al. references.

Fraser River Delta, Canada

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
49.1106 -123.137 Download
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Associated Citations Link
Wijewickreme, D., & Sanin, M. V. (2010). Postcyclic reconsolidation strains in low-plastic Fraser River silt due to dissipation of excess pore-water pressures. Journal of geotechnical and geoenvironmental engineering, 136(10), 1347-1357. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000349

Filtration Facility, Oregon

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
0 0 Download
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Remarks: Site location withheld at owner's request.
Associated Citations Link
Sorenson, K., Khosravifar, A., Moug, D., LaVielle, T., & Beaty, M. Undrained Cyclic Shear Behavior of Sensitive Saprolite Soil. In Geo-Congress 2023 (pp. 38-49). https://ascelibrary.org/doi/abs/10.1061/9780784484654.005

Site G, Oregon (Extra Data)

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
45.52286111 -122.6649722 Download
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Associated Citations Link
Martinez, J., Khosravifar, A., Moug, D., & Sideras, S. Undrained Cyclic Shear Behavior of a Low Plasticity Alluvial Silt. In Geo-Congress 2023 (pp. 142-151). https://ascelibrary.org/doi/abs/10.1061/9780784484654.015

Warrenton, Oregon

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
46.177411 -123.9063 Site is underlain by more than 350 feet (107 meter) of predominantly soft/loose soil materials Download
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Associated Citations Link
McCullough, N. J., Hoffman, B., Takasumi, D. L., Anderson, D. G., & Dickenson, S. E. (2009). Seismic site response for an LNG facility—Analyses and lessons learned. In TCLEE 2009: Lifeline earthquake engineering in a multihazard environment (pp. 1-12). https://ascelibrary.org/doi/abs/10.1061/41050(357)111

Baring Bridge Replacement, Washington

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
47.765001 -121.481539 Download
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DuPont, Washington

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
47.1003281 -122.6457453 Recompression, Peat!!! Download
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Remarks: I-5, Mounts Rd. to Steilacoom-DuPont Rd.

SR 542 Bay Fish Passage, Washington

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
48.800059 -122.404445 Download
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Remarks: SR-542/Squalicum Creek to Bellingham Bay - Fish Passage

BCH Site A, Canada

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
0 0 The foundation soils at the site consist of low plastic, fine grained soils overlying dense to very dense sand and gravel that extend to bedrock at depth. The fine grained soil layers comprise a relatively weak lower unit (Unit 3) and a fairly stiff upper unit (Unit 4). The deep dense granular layers and the upper stiff fine grained layers are too dense to liquefy Download
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Remarks: The Latitude and Longitude of teh site cannot be disclosed.
Associated Citations Link
Thavaraj, T., Stevenson, G., Williams, J., & Siu, D. (2013). Characterizing Low Plastic Fine-Grained Foundation Soils under Strong Earthquake Shaking. In Geo-Congress 2013: Stability and Performance of Slopes and Embankments III (pp. 211-220). https://ascelibrary.org/doi/abs/10.1061/9780784412787.022
Thavaraj, T., Stevenson, G., & Siu, D. Seismic Deformation Assessment of a Dam Founded on Low Plastic Fine-Grained Soils under Strong Earthquake Shaking. In Geo-Chicago 2016 (pp. 207-216). https://ascelibrary.org/doi/abs/10.1061/9780784480120.022

BCH Site B, Canada

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
0 0 Download
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Remarks: Site location withheld at owner's request.

BCH Site C, Canada

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
0 0 Download
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Remarks: Site location withheld at owner's request.

Marine View Drive, Washington

Latitude Longitude (deg) Surface Geology Download as CSV Reviewed?
48.042011 -122.180916 Download
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