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 …

An extensive suite of three-dimensional finite-element simulations was carried out to
examine the response of pile-raft-soil systems under seismic excitation representative of far …

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 …

This paper presents a study on three-dimensional seismic soil–structure interaction analysis
of a piled-raft (PR) foundation in clay by the substructure approach. Two different pile …

Regarding the inadequacy of quantitative measurements of geotechnical aspects for
assessing the behavior of the piled raft with different head connections during seismic …

The performance of batter-piled raft systems during seismic events continues to be a major
concern. In response, a series of shaking table tests, including vertical and nonvertical …

In order to study the influence of pile spacing on the seismic response of piled raft in soft
clay, a series of shaking table tests were conducted by using a geotechnical centrifuge. The …

Soil-pile raft-structure interaction is recognized as a significant phenomenon which
influences the seismic behaviour of structures. Soil structure interaction (SSI) has been …

A series of three-dimensional (3D) finite element analyses incorporated with a hyperbolic-
hysteretic soil model were performed to investigate the seismic response of pile-raft …

The behavior of pile foundations under earthquake loading is an important factor affecting
the performance of structures. Observations from past earthquakes have shown that piles in …