The analysis of the behavior of soil and foundations when the piles in offshore areas are
subjected to long-term lateral loading (wind) is one of the major problems associated with …

Pile foundations used in liquefiable deposits often have large slenderness ratios, and these
piles are particularly vulnerable to earthquake-induced soil liquefaction and occur buckling …

Large scale shaking table tests were performed to investigate the failure mechanism of pile
group-bridge system subjected to liquefaction-induced lateral spreading. The tests …

In this paper, three-dimensional finite-element analyses are conducted to study the effects of
ground-motion duration and the presence of velocity pulse on the pile responses in …

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 …

The pile foundation can be easily damaged in the earthquake event and there is a need to
reinforce the foundation to protect the superstructure. The aim of this study is to propose a …

Large diameter shield tunnels traversing liquefiable soil-rock strata are highly susceptible to
seismic hazards, as earthquake-induced soil liquefaction significantly reduces soil strength …

Local site characterization and regional tectonic environment are crucial when designing
earthquake-resistant bridges. Insufficient understanding of these factors can lead to …

Buckling instability has been recently identified as a possible mechanism of pile failure in
liquefiable deposits and this failure mechanism is not explicitly mentioned in most design …

This paper investigates the seismic bridge‐pile‐soil system failure mechanisms due to
liquefaction‐induced lateral spreading. Two large‐scale shaking table tests were performed …