This paper proposes a holistic framework for seismic analysis of extended pile-shaft-
supported bridges experiencing different extents of liquefaction and lateral spreading. To …

In order to investigate the liquefied soil pressure inposed on an individual pile of pile group,
a centrifugal shake table test on a pile-supported wharf on the sloping saturated sand …

Case histories have shown that the liquefaction-induced lateral spreading is one of the main
causes of damage to pile foundations subjected to seismic loading. This study will …

Even with modern design guidelines, collapse of pile-supported structures in liquefiable
deposits are still observed after strong earthquakes, and buckling instability of piles has …

In this research, 1 g shake table experiments were conducted to evaluate the effects of
boundary conditions on the responses of a 3× 3 pile group to liquefaction-induced lateral …

Performance of a soil-pile system can be significantly influenced by many characteristics of
an earthquake ground motion, and it is vitally important to identify the ground motion …

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

The liquefaction-induced lateral spreading of the fluvial terraces can cause tremendous
physical damage to the natural and built environments in the lower reaches of Yangtze …

Extensive damage to offshore and port structures supported on piles behind a quay wall has
been frequently reported as a result of soil liquefaction and lateral spreading in earthquakes …

This paper presents the results of a shake-table test on a 2× 2 pile group behind a quay wall.
The main objective is to study the behavior of the pile group under the liquefaction-induced …