A series of seismic centrifuge model tests were performed to study the behavior of pile
groups in soft kaolin clay. Several small-scale pile-raft models were fabricated, ranging from …

A series of centrifuge tests were performed on a 4× 3 pile–raft system embedded in soft
kaolin clay to investigate the pile bending moment and raft acceleration response under …

In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and
batter pile groups constructed in the silty sand have been investigated. An experimental …

This study includes the determination of soil-pile separation lengths and frequency-
amplitude responses of single and group piles under rotating machine-induced coupled …

The present study aims at investigating the nonlinear behavior of single hollow pile in
layered soil subjected to varying levels of horizontal dynamic load. A finite element model …

The buckling response and free vibration characteristics of a single pile in the elastic
foundation are investigated. Considering the effect of soil–structure interaction and …

Dynamic lateral response of three under-ream reinforced concrete piles constructed in silty
sand {vertical, P1 (β= 0°); and batter piles P2 (β= 10°) and P3 (β= 20°)} having equal length …

The nonlinear vibration and parametric instability of the inextensional beam on the elastic
foundation are investigated. Considering the inextensional condition and second-order …

The scaled boundary finite-element method (SBFEM) coupled with the finite-element
method (FEM) is increasingly being employed to study soil–structure interaction (SSI) …

This paper presents an investigation of the nonlinear behaviour of single piles subjected to
varying levels of vertical dynamic load. A good number of tests are performed for the …