The Role of Analysis in Geotechnical Earthquake Engineering

The history of dynamic analysis in geotechnical earthquake engineering is traced from 1952 to 2008. The role of dynamic analysis is illustrated by case histories from several areas of engineering practice. Attempts to validate methods of analysis by blind prediction trials based on data from element tests, centrifuge tests and from instrumented sites in the field subjected to earthquake excitation are described. The factors controlling the reliability of non-linear effective stress analysis are examined and guidelines are suggested for conducting defensible and reliable analyses in practice.

[1]  P. L. Bransby,et al.  Sand Liquefaction in Triaxial and Simple Shear Tests , 1971 .

[2]  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 .

[3]  Michael K. Sharp,et al.  Numerical modeling of liquefaction and comparison with centrifuge tests , 2004 .

[4]  M. Beaty,et al.  A synthesized approach for estimating liquefaction-induced displacements of geotechnical structures , 2001 .

[5]  Kenji Ishihara,et al.  Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand. , 1998 .

[6]  H B Seed,et al.  Considerations in the earthquake-resistant design of earth and rockfill dams , 1979 .

[7]  Keiiti Aki,et al.  Surface motion of a layered medium having an irregular interface due to incident plane SH waves , 1970 .

[8]  Susumu Iai Seismic Analysis and Performance of Retaining Structures , 1998 .

[9]  G. Gazetas,et al.  Linear and Nonlinear Valley Amplification Effects on Seismic Ground Motion , 2007 .

[10]  R. H. Ledbetter,et al.  Stabilisation of an earth dam using driven prestressed concrete piles , 1998 .

[11]  H B Seed,et al.  Fundamentals of Liquefaction under Cyclic Loading , 1975 .

[12]  P. B. Schnabel SHAKE-A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites , 1970 .

[13]  W. D. Liam Finn,et al.  Seismic Safety of Embankment Dams: Developments in Research and Practice 1988-1998 , 1998 .

[14]  Michael H. Beaty,et al.  An Effective Stress Model for Pedicting Liquefaction Behaviour of Sand , 1998 .

[15]  Motohiro Hatanaka,et al.  Fundamental Considerations on the Earthquake Resistant Properties of the Earth Dam. Part II Considerations of the Earthquake Resistant Properties of Earth Dam , 1955 .

[16]  N. N. Ambraseys On the shear response of a two-dimensional truncated wedge subjected to an arbitrary disturbance , 1960 .

[17]  D. M. Potts,et al.  Numerical analysis: a virtual dream or practical reality? , 2003 .

[18]  Izzat M. Idriss,et al.  The slides in the San Fernando Dams during the earthquake of February 9, 1971 , 1975 .

[19]  Raymond B. Seed,et al.  CENTRIFUGE STUDY ON VOLUME CHANGES AND DYNAMIC STABILITY OF EARTH DAMS. DISCUSSION AND CLOSURE , 1993 .

[20]  J. Lysmer,et al.  FLUSH - a computer program for approximate 3-D analysis of soil-structure interaction problems , 1975 .

[21]  H. Bolton Seed,et al.  Test Procedures for Measuring Soil Liquefaction Characteristics , 1971 .

[22]  Peter M. Byrne,et al.  Analysis of CANLEX liquefaction embankments: prototype and centrifuge models , 1997 .

[23]  Anthony F. Shakal,et al.  The Turkey Flat Blind Prediction Experiment for the September 28, 2004 Parkfield Earthquake: Comparison with Other Turkey Flat Recordings , 2008 .

[24]  Jonathan D. Bray,et al.  Simplified Procedure for Estimating Earthquake-Induced Deviatoric Slope Displacements , 2007 .

[25]  Anil K. Chopra,et al.  Earthquake Stress Analysis in Earth Dams , 1966 .

[26]  W D Finn STATIC AND DYNAMIC STRESSES IN SLOPES , 1966 .

[27]  N. Yoshida,et al.  Simulation of liquefaction beneath an impermeable surface layer , 2000 .

[28]  N. N. Ambraseys,et al.  The seismic stability of earth dams , 1959 .