The inherent variability of soil parameters noticeably influences geotechnical structures such
as piled-raft foundations. In this research the application of random fields is extended to a …

Increasing demand for high-rise buildings and other important structures in urban areas and
unfavorable land has resulted to opt for piled raft foundation by the designers. The present …

The excess pore water pressure generated under the combined vertical and horizontal
earthquake excitations is generally greater than that under the unidirectional excitation …

This study aims to evaluate the slope effect on the behavior of soil–pile interface in the
lateral direction, which is a factor governing the seismic response of pile-supported …

Numerical simulation models for pile group-superstructure in liquefiable and non-liquefiable
sites were established. The validity and reliability of the numerical model are verified by the …

To study the dynamic response of vertical and batter pile groups in saturated sand, dynamic
tests of these pile groups in saturated sand were carried out using the ZJU400 geotechnical …

This study aimed to numerically evaluate the strength parameter of the soil–pile interface in
the lateral direction. A 3D numerical model of a single pile in sandy soil was built to analyse …

The dynamic pile-soil interaction in a liquefied site was investigated by means of numerical
simulation and shaking table tests in this study. Based on the results from the shaking table …

The behavior of pile groups in an earthquake prone area is governed by soil liquefaction
and lateral spreading in addition to soil and pile properties, induced pore water pressure …

Seismic design of combined piled raft foundation (CPRF) supported superstructure assumes
fixed-base conditions but failures of pile group-supported structures during past seismic …