The Role of Analysis in Geotechnical Earthquake Engineering
暂无分享,去创建一个
[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 .