Background Marine geological disasters (ie, catastrophic events occurring in marine
environments) may seriously threaten the safety of engineering facilities, life, and property in …

This book, whose primary aim is to describe liquefaction processes and their implications for
marine structures such as pipelines, sea outfalls, quay walls and caisson breakwaters …

In this study, an integrated model (PORO-WSSI II) for wave–seabed–structure interactions
(WSSI) is developed by combining (i) the Volume-Averaged Reynolds-Averaged Navier …

" Opening with recent advances in both the theoretical and physical models for wave-
seabed-structure interactions, this book provides an updated look at the mathematics behind …

In this study, a new three-dimensional model was developed to provide a better
understanding of the mechanism for wave-induced seabed response around the mono-pile …

The evaluation of dynamic response in a porous seabed has been studied since the 1980s.
However, most previous analytical investigations focused on the loading from ocean-wave …

In this study, standing wave-induced dynamic response and instability of seabed around a
caisson breakwater are investigated. A seabed-rubble-caisson breakwater system is …

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 …

An analytical solution is developed for studying transient water wave-induced responses
inside an unsaturated poroelastic seabed of finite thickness. The soil skeleton and the pore …