<p>Presented in this paper is numerical methodology to model and simulate behavior of piles in liquefiable soils. Modeling relies on use of validate elasto-plastic material model for soil skeleton, verified fully coupled porous media<br />(soil skeleton) &ndash; ...

<p>Presented here is an analysis of the effects of soil-foundation-structure interaction (SFSI) on seismic response of highway bridges. Of particular importance is the issue of input motions, their scaling and application to the SFS models. The analysis presented ...