The main objective of this work is to examine the effect of nonlinear soil behavior on the
axial and lateral response of piles to monotonic and cyclic loading with a view towards …

This paper recognizes that soil layering may have a profound effect on the settlement of pile
groups and that pile-to-pile interaction induces not only additional settlement at the head of …

Selected topics in the field of pile foundations are addressed. The effects of the installation
technique on the bearing capacity and the load-settlement response of a single pile are …

A simplified method of numerical analysis based on elasticity theory has been developed for
the analysis of axially and laterally loaded piled raft foundations embedded in non …

A two‐parameter model has been proposed previously for predicting the response of
laterally loaded single piles in homogenous soil. A disadvantage of the model is that at high …

Piles used for the stabilization of slopes have to be adequately designed to resist the
induced lateral loads due to the movement of the unstable slope. In this paper, a numerical …

The Engineering of Foundations, Slopes and Retaining Structures rigorously covers the
construction, analysis, and design of shallow and deep foundations, as well as retaining …

A number of solutions are presented for the static, dynamic, and seismic response of single
piles, pile groups, and pile-group-supported bridge piers, on homogeneous and layered soil …

The paper presents exact closed form solutions for estimating the settlement of single and
group piles in non-homogeneous soil, using a load transfer approach derived from elastic …

The analytical layer element method for multilayered transversely isotropic saturated soils
due to rectangular moving loads is developed in this paper. The partial differential equations …