Numerical analysis of the seismic response of an earth embankment
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[1] Korhan Adalier,et al. Numerical analysis of seismically induced liquefaction in earth embankment foundations. Part I. Benchmark model , 2003 .
[2] Mohamed Rouainia,et al. A kinematic hardening constitutive model for natural clays with loss of structure , 2000 .
[3] U. N. Baton. “Computational geomechanics-with special reference to earthquake engineering” by O. C. Zienkiewicz, A. H. C. Chan, M. Paston, B. A. Schrefler and T. Shiomi , 2000 .
[4] Ahmed Elgamal,et al. NUMERICAL ANALYSIS OF EMBANKMENT FOUNDATION LIQUEFACTION COUNTERMEASURES , 2002 .
[5] S. Rampello,et al. Decoupled seismic analysis of an earth dam , 2003 .
[6] Gaetano Elia,et al. Fully Coupled Dynamic Analysis of a Real Earth Dam Overlaying a Stiff Natural Clayey Deposit Using an Advanced Constitutive Model , 2008 .
[7] Stuart K. Haigh,et al. Importance of time step discretisation for nonlinear dynamic finite element analysis , 2005 .
[8] M. Biot. General Theory of Three‐Dimensional Consolidation , 1941 .
[9] K. Muraleetharan,et al. Dynamic deformations in sand embankments: centrifuge modeling and blind, fully coupled analyses , 2004 .