Liquefaction-induced Ground Deformation and Failure

[1]  I. M. Idriss,et al.  SIMPLIFIED PROCEDURE FOR EVALUATING SOIL LIQUEFACTION POTENTIAL , 1971 .

[2]  Susumu Yasuda,et al.  STUDY ON LIQUEFACTION-INDUCED PERMANENT GROUND DISPLACEMENTS AND EARTHQUAKE DAMAGE , 1986 .

[3]  Ricardo Dobry,et al.  Engineering Evaluation of Permanent Ground Deformations Due to Seismically Induced Liquefaction , 1992 .

[4]  A. Ledesma,et al.  Static and dynamic behaviour of soils: a rational approach to quantitative solutions. II. Semi-saturated problems , 1990, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[5]  E. Harp,et al.  The Borah Peak, Idaho Earthquake of October 28, 1983—Liquefaction , 1985 .

[6]  S. Kramer Geotechnical Earthquake Engineering , 1996 .

[7]  Kazuhiro Oda,et al.  Foundation Damage of Structures , 1996 .

[8]  Yasuhiro Shamoto,et al.  MECHANISM OF LARGE POST-LIQUEFACTION DEFORMATION IN SATURATED SAND , 1997 .

[9]  Susumu Yasuda,et al.  SOIL CHARACTERISTICS AND GROUND DAMAGE , 1996 .

[10]  Ryoji Isoyama,et al.  LIQUEFACTION-INDUCED GROUND DISPLACEMENT AND ITS RELATED DAMAGE TO LIFELINE FACILITIES , 1996 .

[11]  O. Zienkiewicz,et al.  Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solution , 1984 .

[12]  K. Ishihara Liquefaction and flow failure during earthquakes. , 1993 .

[13]  Ikuo Towhata,et al.  MATHEMATICAL PRINCIPLES IN PREDICTION OF LATERAL GROUND DISPLACEMENT INDUCED BY SEISMIC LIQUEFACTION , 1999 .

[14]  K. T. Law,et al.  An energy approach for assessing seismic liquefaction potential , 1990 .

[15]  Kohji Tokimatsu,et al.  BUILDING DAMAGE ASSOCIATED WITH GEOTECHNICAL PROBLEMS , 1996 .

[16]  Ikuo Towhata,et al.  MECHANISM OF PERMANENT DISPLACEMENT OF GROUND CAUSED BY SEISMIC LIQUEFACTION , 1992 .

[17]  N. Newmark Effects of Earthquakes on Dams and Embankments , 1965 .

[18]  Behnam Hushmand,et al.  Piezometer Performance at Wildlife Liquefaction Site, California , 1995 .

[19]  Jean-Pierre Bardet,et al.  PERFORMANCE OF SAN FERNANDO DAMS DURING 1994 NORTHRIDGE EARTHQUAKE , 1996 .

[20]  Ikuo Towhata,et al.  Three dimensional analysis on lateral displacement of liquefied subsoil , 1998 .

[21]  Jean-Pierre Bardet,et al.  SCALED MEMORY MODEL FOR CYCLIC BEHAVIOR OF SOILS , 1995 .

[22]  T. Leslie Youd,et al.  Mapping of Liquefaction Severity Index , 1987 .

[23]  Koji Yoshida,et al.  CHARACTERISTICS OF LATERAL SPREADING IN LIQUEFIED DEPOSITS DURING THE 1995 HANSHIN-AWAJI EARTHQUAKE , 1997 .

[24]  T. Leslie Youd,et al.  Piezometer Performance at Wildlife Liquefaction Site, California , 1994 .

[25]  Ender Jose Parra-Colmenares Numerical modeling of liquefaction and lateral ground deformation including cyclic mobility and dilation response in soil systems , 1996 .

[26]  Alan F. Rauch,et al.  EPOLLS: An Empirical Method for Prediciting Surface Displacements Due to Liquefaction-Induced Lateral Spreading in Earthquakes , 1997 .

[27]  Ronald F. Scott,et al.  Verification of numerical procedures for the analysis of soil liquefaction problems : proceedings of the International Conference on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems, Davis, California, USA, 17-20 October 1993 , 1993 .

[28]  Kohji Tokimatsu,et al.  Simplified procedures for the evaluation of settlements in sands due to earthquake shaking , 1987 .

[29]  Jean-Pierre Bardet,et al.  Performance of two reservoirs during 1994 northridge earthquake , 1996 .

[30]  H. Bolton Seed,et al.  Use of SPT and CPT Tests for Evaluating the Liquefaction Resistance of Sands , 1986 .

[31]  Riley M. Chung,et al.  Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations , 1985 .

[32]  Steven F. Bartlett,et al.  Empirical Analysis of Horizontal Ground Displacement Generated by Liquefaction-Induced Lateral Spreads , 1992 .

[33]  Jean-Pierre Bardet,et al.  Bounding Surface Plasticity Model for Sands , 1986 .

[34]  Steven F. Bartlett,et al.  EMPIRICAL PREDICTION OF LIQUEFACTION-INDUCED LATERAL SPREAD , 1995 .

[35]  M. K. Yegian,et al.  Earthquake‐Induced Permanent Deformations: Probabilistic Approach , 1991 .

[36]  Masanori Hamada,et al.  LIQUEFACTION-INDUCED GROUND DISPLACEMENT TRIGGERED BY QUAYWALL MOVEMENT , 1998 .

[37]  Kohji Tokimatsu,et al.  METHODS FOR EVALUATING RESIDUAL POST-LIQUEFACTION GROUND SETTLEMENT AND HORIZONTAL DISPLACEMENT , 1998 .

[38]  K. Ishihara,et al.  Liquefaction and flow failure during earthquakes, The 33rd Rankine Lecture , 1993 .

[39]  Peter M. Byrne,et al.  A Model for Predicting Liquefaction Induced Displacement , 1991 .

[40]  Randall W. Jibson,et al.  PREDICTING EARTHQUAKE-INDUCED LANDSLIDE DISPLACEMENTS USING NEWMARK'S SLIDING BLOCK ANALYSIS , 1993 .

[41]  Jean-Pierre Bardet,et al.  Engineering observations on ground motion at the Van Norman Complex after the 1994 Northridge earthquake , 1996 .

[42]  浜田 政則,et al.  1995年兵庫県南部地震液状化、地盤変位及び地盤条件 = The 1995 Hyogoken-Nanbu (Kobe) Earthquake, liquefaction, ground displacement and soil condition in Hanshin Area , 1995 .

[43]  Kohji Tokimatsu,et al.  New charts for predicting large residual post-liquefaction ground deformation , 1998 .