Abstract: Pseudostatic approaches for the seismic analysis of pile foundations are attractive for practicing engineers because they are simple when compared to difficult and more complex dynamic analyses. To evaluate the internal ...

Abstract: An approximate approach has been proposed for the analysis of nonlinear responses of vertically loaded pile groups. The nonlinear pile-soil-pile interaction is modeled by hyperbolic load-transfer functions. To evaluate the ...

Abstract: A basic step in analyzing the behavior of shallow foundations is to collect full-size structure data. This is important on the one hand to check the actual methods of evaluating displacements of shallow foundation and to ...