This book provides a comprehensive guide to the design of foundations for tall buildings.
After a general review of the characteristics of tall buildings, various foundation options are …

In this paper, a fully coupled three-dimensional dynamic analysis is carried out to investigate
the dynamic behavior of pile foundations in liquefied ground. A critical state bounding …

Foundations are subjected to large lateral loads during earthquakes. Further, liquefaction
and subsequent lateral spreading, observed in almost all major earthquakes, have …

Liquefaction has been a main cause of damage to civil engineering structures in seismically
active areas. The effects of damage of liquefaction on deep foundations are very destructive …

This study considers the motion of an end bearing single pile with lumped mass embedded
in sandy soil deposit subjected to seismic liquefaction. An efficient finite difference model …

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 …

While many researchers have broadly studied soil–structure interaction (SSI) problems to
comprehend SSI effects on the overall system's behavior, some critical numerical modeling …

In the present study, an advanced nonlinear finite-element based 3D numerical study has
been carried out to investigate the effects of axial loading on dynamic response of soil-pile …

An elastoplastic, dynamic, finite-difference method was applied to study the effects of
nonlinear seismic soil–pile interaction on the liquefaction potential of marine sand with piles …

Piles are often constructed on natural slope such as sea bed slope in off-shore structures.
When piles are constructed on sloping ground, the behaviour of piles under earthquake …