Many offshore marine structures are built on seabeds with slight or considerable slopes,
while most analytical studies have focused on the dynamic responses of horizontal seabeds …

The seabed could be liquefied due to the wave-induced accumulation of residual excess
pore water pressure (EPWP), resulting in the instability of offshore and marine structures …

Pile-supported wharf is widely used in deep-water port engineering, which is inevitably
subject to joint action of wave and ship berthing collision in marine environment. The …

The estimation of the wave-induced instantaneous liquefaction is particularly important for
the design of foundations of offshore structures. Regarding the occurrence of liquefaction in …

Static soil liquefaction is widely known to be a serious danger to the stability of structures.
The phenomena governing pore water generation, which leads to liquefaction in fully …

The offshore pile foundations are subjected to lateral cyclic loadings such as winds, waves,
and currents with complex force characteristics, which can cause complex structure …

Prediction of wave-induced instantaneous (oscillatory or momentary) liquefaction is
particularly important for the design of offshore foundations. Most previous studies applied …

In this paper, the effects of the fluid-solid interface conditions between seawater and seabed
on the dynamic responses of the seabed during earthquakes are investigated. Based on …

This study characterizes the effect on different engineering demand parameters owing to
lateral spreading caused by liquefaction. 1 g large-scale shaking table experiments were …

Progressive waves usually coexist with a steady current in coastal environments.
Superposing a following or opposite current onto the progressive waves could significantly …