In this chapter, soil-pile interaction observed in the centrifuge experiments is used to back-
calculate seismic py behavior consistent with the assumptions of the Beam on Nonlinear …

A boundary element formulation for the dynamic analysis of axially and laterally loaded
single piles and pile groups is presented. The piles are represented by compressible beam …

A procedure for the time domain analysis of axial single pile response is developed. A time
domain soil-pile interaction force is formulated through a simple mechanical idealization of …

Analytical design tools for evaluation of soil-pile-structure interaction during seismic events
are evaluated and modified. Several implementations of the “Beam on Nonlinear Winkler …

The paper presents a numerical model for the analysis of the soil–structure kinematic
interaction of single piles and pile groups embedded in layered soil deposits during seismic …

Adopting a Winkler assumption, a simple mechanical soil model is developed for the flexural
response analysis of dynamically loaded piles. The model is defined by examining a …

In this paper a hybrid boundary element formulation (method I) is presented to evaluate the
impedance and compliance functions of piles and inclined pile groups embedded in a …

Nonlinear conditions are implemented in the time domain formulation for the dynamic
response of pile foundations previously developed by the writers. Both single and group …

This paper presents a finite-element (FE) analysis for simulating the dynamic performance of
geosynthetics-reinforced pile foundation system. The (FE) models were constructed using …

A simple approach is described for the analysis of soil-pile interactions under static and
dynamic lateral loadings. The method uses variational calculus to obtain the governing …