In a complex marine dynamics environment, the consideration of fluid-structure-seabed
interaction (FSSI) plays a vital role in reliably analyzing the dynamic response of marine …

The principal stresses that occur in soil below ground level often change direction due to
engineering activities. A typical example would be the cyclic loading applied by waves and …

Wave-induced seabed instability caused by the residual liquefaction of seabed may threaten
the safety of an offshore foundation. Most previous studies have focused on the structure that …

This review paper presents the recent advances in the numerical modelling of wave–
structure–seabed interactions. The processes that are involved in wave–structure …

The main aim of the present work is to provide an experimental and numerical seabed
pressure dataset beneath rubble mound breakwaters with submerged berms. The …

The problem of wave-structure-seabed interactions (WSSI) around impermeable slope
breakwater head is numerically investigated with a three-dimensional (3D) integrated …

In this paper, a 3D model is developed to investigate the foundation stability around
breakwaters at a river mouth, where both ocean waves and river currents are considered …

The modified suction caisson (MSC) is an innovative offshore foundation, consisting of an
internal caisson (IC) and an external skirt (ES). Determining the penetration resistances is a …

Berms deployed at the toe of conventional rubble mound breakwaters can be very effective
in improving the stability of the armor layer. Indeed, their design is commonly tackled by …

For the design of breakwaters, the evaluation of wave-induced seabed response around
breakwaters is particularly crucial. Most of the previous studies of the wave–seabed …