PROPOSAL OF THE METHOD TO EVALUATE PERMANENT DEFORMATION FOR THE MULTI-LAYERED SLOPE AND ITS APPLICATION
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[1] Robert V. Whitman,et al. Decoupling approximation to the evaluation of earthquake‐induced plastic slip in earth dams , 1983 .
[2] Dov Leshchinsky,et al. SEISMIC PERFORMANCE OF SIMPLE SLOPES , 1995 .
[3] R. Scott,et al. LA VILLITA DAM RESPONSE DURING FIVE EARTHQUAKES INCLUDING PERMANENT DEFORMATION , 1990 .
[4] G. Gazetas,et al. PERMANENT DEFORMATION ON PREEXISTING SLIDING SURFACES IN DAMS. DISCUSSION , 1994 .
[5] M. Kazama,et al. AN APPROACH TO SEISMIC PERMANENT DISPLACEMENT OF SLOPES , 2000 .
[6] R. Baker,et al. THEORETICAL ANALYSIS OF THE STABILITY OF SLOPES , 1978 .
[7] R. Baker,et al. Three dimensional analysis of slope stability , 1985 .
[8] Jonathan D. Bray,et al. Seismic Stability Procedures for Solid-Waste Landfills , 1995 .
[9] N. Newmark. Effects of Earthquakes on Dams and Embankments , 1965 .
[10] Steven L. Kramer,et al. MODIFIED NEWMARK MODEL FOR SEISMIC DISPLACEMENTS OF COMPLIANT SLOPES , 1997 .
[11] E. Kausel,et al. Stiffness matrices for layered soils , 1981 .