Destructive damages to deep foundations due to liquefaction-induced lateral spreading
during or after major earthquakes in gently sloping or level grounds with a free end have …

Four large laminar-box shaking table experiments are conducted to document pile response
due to the mechanism of liquefaction-induced lateral spreading. Single-pile and pile-group …

Observations from previous strong earthquakes reported severe damage of piles installed in
different soils, particularly liquefiable saturated sand deposits. This paper examines the …

Liquefaction-induced lateral spreading has imposed severe damages to many important
structures supported on pile foundations during past earthquakes. As a result, evaluation of …

This paper develops a three dimensional finite element modelling method for piles in
liquefiable ground and applies it to the analysis of seismic pile responses. A unified plasticity …

Structures in seismically active regions are vulnerable to failure due to excess pore pressure
generation and the liquefaction potential of underlying deposits, especially when no ground …

This paper presents the results of a large-scale shake table test at E-Defense facility on a
pile group located adjacent to a gravity-type quay wall and were subjected to liquefaction …

The seismic performance of four pile‐supported models is studied for two conditions:(i)
transient to full liquefaction condition, ie the phase when excess pore pressure gradually …

In an effort to study the seismic pile moment induced by the combined structure–pile inertial
and soil–pile kinematic effects for single piles and pile groups in liquefiable ground, an …

Helical piles are being used in seismic regions of the US and other countries, yet there
remains much confusion regarding the state of practice and building codes for this pile type …