The Institute of Theoretical and Applied Mechanics 7 records found  Search took 0.03 seconds. 
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The response of geotechnical structures under earthquake loading is highly nonlinear and often leads to problems of slope stability, foundation settlement and soil liquef [...]
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The purpose of this paper is to investigate the accuracy of 2D FE plane-strain computations compared to complete 3D FE computations for dynamic non-linear SSI problems. I [...]
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The linear behavior of the soil is only valid for very small level of strain. Therefore, the deformations induced by a seismic motion in the soil can easily reach the lim [...]
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