Practical applications of a nonlinear approach to analysis of earthquake-induced liquefaction and deformation of earth structures

Soil Dynamics and Earthquake Engineering

Volumn 26, Issue 2-4 SPEC. ISS., 2006, Pages 231-252

  Wang, Zhi Liang ^a   Makdisi, Faiz I ^a   Egan, John ^a  

^a Geomatrix Consultants   (United States)

Author keywords

Earthquake performance; Liquefaction; Nonlinearity of soils; Plasticity model; Stability of dams

Indexed keywords

COMPUTER SIMULATION; DAMS; DEFORMATION; FINITE DIFFERENCE METHOD; MATHEMATICAL MODELS; PLASTICITY TESTING; PORE PRESSURE; SLOPE STABILITY; SOIL LIQUEFACTION; STRESS ANALYSIS;

BOUNDING SURFACE HYPOPLASTICITY MODEL; GEOMECHANICS; ROCKFILL DAM;

EARTHQUAKE EFFECTS;

DEFORMATION; EARTH STRUCTURE; LIQUEFACTION;

EID: 32444449721     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2004.11.032     Document Type: Article

References (30)

1. Wang ZL. Bounding surface hypoplasticity model for granular soils and its applications. PhD Dissertation for the University of California at Davis, U.M.I. Dissertation Information Service, Order No. 9110679; 1990.
2. Z.L. Wang Y.F. Dafalias C.K. Shen Bounding surface hypoplasticity model for sand ASCE, J Eng Mech 116 5 1990 983-1001
3. Wang ZL, Makdisi FI. Implementing a bounding surface hypoplasticity model for sand into the FLAC program. In: Proceedings of the international symposium on numerical modeling in geomechanics. Minnesota, USA; 1999. p. 483-90.
4. Itasca Consulting Group, Inc. FLAC (Fast Lagrangian Analysis of Continua), Version 4. Minneapolis, MN; 2000.
5. H.B. Seed K.L. Lee I.M. Idriss F.I. Makdisi The slides in the San Fernando dams during the earthquake of February 9, 1971 J Geotech Eng Div, ASCE 101 GT7 1975 651-688
6. H.B. Seed I.M. Idriss Soil moduli and damping factors for dynamic response analyses Earthquake Engineering Research Center, University of California, Berkeley, EERC79-10 1970
7. Y. Yamada K. Ishihara Undrained deformation characteristics of sand in multi-directional shear Soils Found 23 1 1983 61-79
8. I. Towhata K. Ishihara Undrained strength of sand undergoing cyclic rotation of principal stress axes Soils Found 25 2 1985 135-147
9. Z. Yang A. Elgamal E. Parra Computational model for cyclic mobility and associated shear deformation J Geotech Geoenviron Eng 129 12 2003 1119-1127
10. Konder RL, Zelasko JS. A hyperbolic stress-strain formulation for sands. Proceedings, second Pan American conference on soil mechanics and foundation engineering; 1963. p. 289-324.
11. G.R. Martin W.D. Finn H.B. Seed Fundamentals of liquefaction under cyclic loading J Geotech Div ASCE 101 GT5 1975 423-438
12. Z.L. Wang Y.F. Dafalias X.S. Li F.I. Makdisi State pressure index for modeling sand behavior J Geotech Geoenviron Eng 128 6 2002 511-519
13. P.W. Rowe The stress-dilatancy relation for static equilibrium of an assembly of particles in contact Proc R Soc Lond; Ser A 269 1962 500-527
14. X.S. Li Z.L. Wang C.K. Shen SUMDES: A nonlinear procedure for response analysis of horizontally layered sites subjected to multi-directional earthquake loading 1992 Department of civil engineering, University of California Davis
15. Z.L. Wang C.Y. Chang C.M. Mok Evaluation of a site response using downhole array data from a liquefied site Third international conference on recent advances in geotechnical earthquake engineering and soil dynamics, San Diego, CA, No. 430 2001
16. Geomatrix Consultants, Inc. Seismic response, liquefaction, and deformation analysis for platform site WHP-1. Bohai Bay, Offshore China: Phillips China, Inc.; 2001.
17. M. Hudson I.M. Idriss M. Beikae User's manual for QUAD4M: A computer program to evaluate the seismic response of soil structures using finite element procedures and incorporating a compliant base 1994 Center for geotechnical modeling, University of California Davis
18. F.I. Makdisi Z.L. Wang W.D. Edwards Seismic stability of new exchequer dam and gated spillway Twentieth annual USCOLD lecture series. Seattle, Washington 2000 p. 437-58
19. N.M. Newmark Effects of earthquakes on dams and embankments Geotechnique 15 2 1965 139-160
20. F.I. Makdisi H.B. Seed Simplified procedure for estimating dam and embankment earthquake-induced deformation J Geotech Eng Div ASCE 104 GT7 1978 849-867
21. J.A. Egan R.F. Hayden L.L. Scheibel M. Otus G.M. Serventi Seismic repair at Seventh Street Marine Terminal R.H. Borden R.D. Holtz I. Juran Proceedings, grouting, soil improvement and geosynthetics, vol. 2 ASCE, Geotechnical Special Publication No. 30 1992 867-878
22. H.B. Seed K. Tokimatsu L.F. Harder R. Chung Influence of SPT procedures in soil liquefaction resistance evaluations J Geotech Eng Div ASCE 111 12 1985 1425-1445
23. Youd TL, Idriss IM. Summary reports. In: Proceedings of NCEER workshop on evaluation of liquefaction resistance of soils. NCEER-0022; 1997.
24. H.B. Seed I.M. Idriss Ground motion and soil liquefaction during earthquakes Monograph series, Earthquake Engineering Research Institute 1982 University of California Berkeley, CA
25. Z.L. Wang J. Egan L. Scheibel F.I. Makdisi Simulation of earthquake performance of a waterfront slope using fully coupled effective stress approach. FLAC and numerical modeling in geomechanics Proceedings of the second international FLAC symposium. Lyon, France 2001
26. M.G. Allen J.S. Nickell S.G. Sherer Geotechnical characterization of success dam for a dam safety earthquake engineering evaluation Fourth international conference on recent advances in geotechnical earthquake engineering and soil dynamics and symposium in honor of Professor W.D. Liam Finn. San Diego; CA 2001
27. US Army Corps of Engineers. Report on investigation of failure of Sheffield Dam. Santa Barbara, CA; 1949.
28. R. Verdugo K. Ishiharam The steady state of sandy soils Soils Found 36 2 1996 81-91
29. K. Ishihara F. Tatsuoka S. Yasuda Undrained deformation and liquefaction of sand under cyclic stress Soils Found 15 1 1975 29-44
30. Z.L. Wang Y.F. Dafalias Simulation of post-liquefaction deformation of sand. Paper No. 183 ASCE 15th engineering mechanics conference 2002 Columbia University New York