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 …

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 …

In this study, the dynamic responses of a single pile in liquefiable sand under bidirectional
loading are investigated using fully coupled three-dimensional nonlinear finite element …

In nature, soil layers possess large variability during their geological process. This variability
may also lead to differences in the location and thickness of nonliquefiable and liquefiable …

A comparative study of the seismic performance of 2× 1 pile groups considering different
degrees of batter (0° for vertical, 10° and 20°) embedded in single homogeneous liquefiable …

Pile foundations are provided for structures, where soil at the top layers possesses low
bearing capacity. A comprehensive understanding of pile foundation located in liquefiable …

Retaining walls have been used in many construction projects such as for road and inclined
surfaces protection. The damage caused by an earthquake depends on the fundamental …

This paper presents a statistical correlation analysis of peak ground acceleration to peak
ground velocity ratio (A/V) and other ground motion intensity measures (IMs) for Iran's data …

Case history investigations have shown that pile foundations are more critically damaged in
liquefiable soils than non-liquefiable soils. This study examines the differences in seismic …

Pile foundations are still the preferred foundation system for high-rise structures in
earthquake-prone regions. Pile foundations have experienced failures in past earthquakes …