This study aims to evaluate the slope effect on the behavior of soil–pile interface in the
lateral direction, which is a factor governing the seismic response of pile-supported …

Shared anchors will reduce the levelized cost of energy for floating offshore wind (FOW)
arrays currently under active development in various seismically active regions. This study …

In this study, the sheet pile quay wall's performance under seismic load was investigated
using numerical modeling (Plane-strain model). This research aims to examine the stability …

The seismic performance of an existing gravity quay wall consisting of concrete blocks is
investigated using effective stress analysis. The study focuses on the effect of the uncertainty …

Upgrading the caisson-type quay wall could be conducted by strengthening the rubble
mound beneath the front caisson toe. Subsequently, the rubble in front of the wall is …

Caisson-type structures are widely used as quay walls in coastal areas. In Korea, for a long
time, many caisson-type quay walls have been constructed with a low front water depth …

A well-documented case history of a wharf liquefaction-induced failure from Kobe 1995
earthquake is employed for checking the reliability of two widely-applied in practice …

In performance-based seismic design of port structures, it is crucial to accurately verify the
seismic performance of structures. Therefore, there is an increasing demand for …

The main important factor that has to be considered by the designers during the preliminarily
design stage of quay walls in ports is uunderstanding the mechanism of the damages that …

Gravity quay wall structures have repeatedly suffered substantial outward displacement and
rotation even when subjected to moderate earthquake shaking. The dynamic response of …