Semi-empirical procedures for evaluating liquefaction potential during earthquakes

Soil Dynamics and Earthquake Engineering

Volumn 26, Issue 2-4 SPEC. ISS., 2006, Pages 115-130

  Idriss, I M ^a   Boulanger, R W ^a  

^a University of California   (United States)

Author keywords

CPT; Earthquakes; Liquefaction; SPT

Indexed keywords

CYCLIC LOADS; SHEAR WAVES; SOIL LIQUEFACTION; SOIL MECHANICS; STRESS ANALYSIS;

CYCLIC STRESS RATIOS; EARTHQUAKE MAGNITUDE SCALING FACTOR; LIQUEFACTION POTENTIAL; OVERBURDEN CORRECTION FACTOR; OVERBURDEN NORMALIZATION FACTOR; PENETRATION RESISTANCE; SATURATION COHESIONLESS SOILS; SHEAR WAVE VELOCITY; STRESS REDUCTION FACTOR;

EARTHQUAKES;

COHESIONLESS SOIL; EARTHQUAKE ENGINEERING; LIQUEFACTION;

EID: 32444437065     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2004.11.023     Document Type: Article

References (55)

1. H.B. Seed I.M. Idriss Simplified procedure for evaluating soil liquefaction potential J Soil Mech Found Div, ASCE 97 SM9 1971 1249-1273
2. H.B. Seed Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes J Geotech Eng Div, ASCE 105 GT2 1979 201-255
3. Seed HB, Mori K, Chan CK. Influence of Seismic History on the Liquefaction Characteristics of Sands, Report No. EERC 75-25, Earthquake Engineering Research Center, University of California, Berkeley, August 1975.
4. Seed HB, Tokimatsu K, Harder Jr. LF, Chung R, The Influence of SPT Procedures on Soil Liquefaction Resistance Evaluations, Report No. UCB/ EERC-84/15, Earthquake Engineering Research Center, University of California, Berkeley, 1984.
5. H.B. Seed K. Tokimatsu L.F. Harder Jr R. Chung Influence of SPT procedures in soil liquefaction resistance evaluations J Geotech Eng, ASCE 111 12 1985 1425-1445
6. Robertson PK, Wride CE. Cyclic Liquefaction and its Evaluation Based on SPT and CPT, Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Technical Report No. NCEER-97-0022, December, pp 41-88, 1997.
7. Seed HB. Earthquake resistant design of earth dams. Proc., Symposium on Seismic Design of Embankments and Caverns, Pennsylvania, ASCE, N.Y., pp. 41-64, 1983.
8. α to relative state parameter index J Geotech Geoenviron Eng, ASCE 129 8 2003 770-773
9. α for use in evaluating cyclic resistance of sloping ground. Proc. 8th US-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against Liquefaction, Hamada, O'Rourke, and Bardet, eds., Report MCEER-03-0003, MCEER, SUNY Buffalo, N.Y., 449-468, 2003a.
10. σ to SPT Blow Count and to CPT Tip Resistance for Use in Evaluating Liquefaction Potential. Proc. of the 2003 Dam Safety Conference, ASDSO, September 7-10, Minneapolis, 2003b.
11. Idriss IM. An update to the Seed-Idriss simplified procedure for evaluating liquefaction potential, Proc., TRB Workshop on New Approaches to Liquefaction, January, Publication No. FHWA-RD-99-165, Federal Highway Administration, 1999.
12. Golesorkhi R. Factors influencing the computational determination of earthquake-induced shear stresses in sandy soils, Ph.D. thesis, University of California, Berkeley, 395 pp., 1989.
13. Seed RB, Cetin KO, Moss RES, Kammerer A, Wu J, Pestana J, et al. Recent advances in soil liquefaction engineering and seismic site response evaluation, Proc., 4th International Conference and Symposium on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Univ. of Missouri, Rolla, Paper SPL-2, 2001.
14. H.B. Seed I.M. Idriss Ground motions and soil liquefaction during earthquakes 1982 Earthquake Engineering Research Institute Berkeley, CA p. 134
15. Seed HB, Idriss IM, Makdisi F, Banerjee N. Representation of Irregular Stress Time Histories by Equivalent Uniform Stress Series in Liquefaction Analyses, Report No. EERC 75-29, Earthquake Engineering Research Center, University of California, Berkeley, October 1975.
16. Cetin KO, Seed RB, Moss RES, et al. Field Case Histories for SPT-Based In Situ Liquefaction Potential Evaluation, Geotechnical Engineering Research Report No. UCB/GT-2000/09, Geotechnical Engineering, Department of Civil Engineering, University of California, Berkeley, 2000.
17. Seed RB, Cetin KO, Moss RES, Kammerer A, Wu J, Pestana J, et al. Recent advances in soil liquefaction engineering: A unified and consistent framework. Keynote presentation, 26th Annual ASCE Los Angeles Geotechnical Spring Seminar, Long Beach, CA, 2003.
18. N.N. Ambraseys Engineering seismology Earthquake Eng Struct Dyn 17 1 1988 1-105
19. I. Arango Magnitude scaling factors for soil liquefaction evaluations J Geotech Eng, ASCE 122 11 1996 929-936
20. A.H. Liu J.P. Stewart N.A. Abrahamson Y. Moriwaki Equivalent number of uniform stress cycles for soil liquefaction analysis J Geotechnical Geoenviron Eng, ASCE 127 12 2001 1017-1026
21. Y. Yoshimi K. Tokimatsu Y. Hosaka Evaluation of liquefaction resistance of clean sands based on high quality undisturbed samples Soils Found, JGS 29 11 1989 93-104
22. R.W. Boulanger High overburden stress effects in liquefaction analyses J Geotech Geoenviron Eng, ASCE 129 12 2003 1071-1082
23. Boulanger RW, Idriss IM. State normalization of penetration resistance and the effect of overburden stress on liquefaction resistance, Proc., 11th International Conf. on Soil Dynamics and Earthquake Engineering and 3rd International Conference on Earthquake Geotechnical Engineering, Univ. of California, Berkeley, CA, 2004.
24. M.D. Bolton The strength and dilatancy of sands Geotechnique 36 1 1986 65-78
25. Hynes ME, Olsen R. Influence of confining stress on liquefaction resistance. Proc., Intnl. Symp. on the Physics and Mechanics of Liquefaction, Balkema, 145-152, 1998.
26. T.L. Youd Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils J Geotech Geoenviron Eng, ASCE 127 10 2001 817-833
27. S.C. Liao R.V. Whitman Overburden correction factors for SPT in sand J Geotech Eng, ASCE 112 3 1986 373-377
28. W.F. Marcuson III W.A. Bieganousky Laboratory standard penetration tests on fine sands J Geotech Eng Div, ASCE 103 GT6 1977 565-588
29. W.F. Marcuson III W.A. Bieganousky SPT and relative density in coarse sands J Geotech Eng Div, ASCE 103 GT11 1977 1295-1309
30. National Center for Earthquake Engineering Research (NCEER), Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, T.L. Youd and I.M. Idriss, Editors, Technical Report NCEER-97-022, 1997.
31. H. Kishida Damage to reinforced concrete buildings in Niigata city with special reference to foundation engineering Soils Found, Jpn Soc Soil Mech Found Eng 7 1966 1
32. Idriss IM. Review of field based procedures for evaluating liquefaction potential during earthquakes. Notes from CDMG-sponsored short course on Evaluation and Mitigation of Seismic Soil Liquefaction and Seismic Slope Instability and Slope Deformation Hazards. University of California Extension, Berkeley, CA, August 8-10, 2002.
33. P. DeAlba H.B. Seed C.K. Chan Sand liquefaction in large scale simple shear tests J Geotech Eng Div, ASCE 102 GT9 1976 909-927
34. Y. Yoshimi K. Tokimatsu O. Kaneko Y. Makihara Undrained cyclic shear strength of a dense Niigata sand Soils Found, JSSMFE 24 4 1984 131-145
35. I.M. Idriss R.W. Boulanger D. Doolin Semi-empirical procedures for evaluating liquefaction potential during earthquakes Proc., 11th International conference on soil dynamics and earthquake engineering, and 3rd International conference on earthquake geotechnical engineering vol. 1 2004 Stallion Press 32-56
36. Boulanger RW, Idriss IM. Evaluating the potential for liquefaction or cyclic failure of silts and clays, Report UCD/CGM-04/01, Center for Geotechnical Modeling, University of California, Davis, 2004, 129 pp.
37. Boulanger RW, Idriss IM, Mejia LH. 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 and Environmental Engineering, University of California, Davis, 231 pp. 1995.
38. R.W. Boulanger L.H. Mejia I.M. Idriss Liquefaction at Moss landing during Loma Prieta earthquake J Geotech Geoenviron Eng, ASCE 123 5 1997 453-467
39. Moss R. CPT-based probabilistic assessment of seismic soil liquefaction initiation, Ph.D. thesis, University of California, Berkeley, CA, 2003.
40. S. Zhou Evaluation of the liquefaction of sand by static cone penetration test Proceedings, 7th world conference on earthquake engineering, Istanbul, Turkey vol. 3 1980
41. Seed HB, Idriss IM. Evaluation of Liquefaction Potential of Sand Deposits Based on Observations of Performance in Previous Earthquakes, Pre-print 81-544, Session on In situ Testing to Evaluate Liquefaction Susceptibility, ASCE National Convention, St. Louis, Missouri, October 1981.
42. Douglas BJ, Olson RS, Martin GR. Evaluation of the Cone Penetrometer Test for SPT Liquefaction Assessment, Pre-print 81-544, Session on In situ Testing to Evaluate Liquefaction Susceptibility, ASCE National Convention, St. Louis, Missouri, October 1981.
43. T. Shibata W. Teparaksa Evaluation of liquefaction potentials of soils using cone penetration tests Soils and Foundations, Tokyo, Japan 28 2 1988 49-60
44. T.D. Stark S.M. Olson Liquefaction resistance using CPT and field case histories J Geotech Eng, ASCE 121 12 1995 856-869
45. Suzuki Y, Tokimatsu K, Taya Y, Kubota Y. Correlation Between CPT Data and Dynamic Properties of In Situ Frozen Samples, Proceedings, Third International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Vol. I, St. Louis, Missouri, 1995.
46. K.Y. Suzuki K. Koyamada K. Tokimatsu Prediction of Liquefaction Resistance Based on CPT Tip Resistance and Sleeve Friction Proceedings, 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, Germany vol. 1 1997 pp. 603-606
47. P.K. Robertson C.E. Wride Evaluating cyclic liquefaction potential using the cone penetration test Can Geotech J 35 3 1998 442-459
48. Olsen RS. Cyclic liquefaction based on the cone penetrometer test, Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Report No. NCEER-97-0022, 225-276, 1997.
49. Kayen RE, Mitchell JK, Seed RB, Lodge A, Nishio S, Coutinho RQ. Evaluation of SPT-, CPT-, and Shear Wave-Based Methods for Liquefaction Potential Assessments Using Loma Prieta Data, Proc., 4th US-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, NCEER-92-0019, National Center for Earthquake Engineering Research, Buffalo, N.Y., pp 177-192, 1992.
50. 60 ASTM Geotech Test J 16 4 1993 458-467
51. R.W. Boulanger L.H. Mejia I.M. Idriss Closure to Liquefaction at Moss Landing during Loma Prieta earthquake J Geotech Geoenviron Eng, ASCE 125 1 1999 92-96
52. Kulasingam R, Boulanger RW, Idriss IM. Evaluation of CPT liquefaction analysis methods against inclinometer data from Moss Landing. Proc., 7th US-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction, Technical Report MCEER-99-0019, MCEER, SUNY, Buffalo, 35-54, 1999.
53. R.D. Andrus K.H. Stokoe II Liquefaction resistance of soils from shear-wave velocity J Geotech Geoenviron Eng, ASCE 126 11 2000 1015-1025
54. R.D. Andrus K.H. Stokoe II R.M. Chung C.H. Juang Guidelines for evaluating liquefaction resistance using shear wave velocity measurements and simplified procedures NIST GCR 03-854, National Institute of Standards and Technology, Gaithersburg, MD 2003
55. Seed HB, Idriss IM. Soil moduli and damping factors for dynamic response analysis, Report EERC 70-10, University of California, Earthquake Engineering Research Center, Berkeley, CA, 1970.