Wave and current-induced seabed liquefaction around marine structures is one of the
important causes leading to the structural instability. This paper conducts a literature review …

" 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 …

The undrained cyclic response of coral sand in earthquake is an important issue that must
be considered in ocean engineering. A series of undrained cyclic triaxial tests was …

In this study, an integrated numerical model FSSI-CAS 2D (previously known as POROWSSI
2D) is developed for the problem of wave-elasto-plastic seabed-structure interactions, where …

Because of its angularity, crushability, and high void ratio, calcareous gravelly soil has
peculiar geotechnical properties. A series of large-scale direct laboratory shear tests was …

In order to prevent the future risk of soil and structural failures for the offshore foundations, it
is essential to evaluate the seabed soil behaviors in the vicinity of the foundation under …

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 …

Seabed consolidation state is one of important factors for evaluating the foundation stability
of the marine structures. Most previous studies focused on the seabed consolidation around …

An open-source numerical toolbox for modeling the porous seabed interaction with waves
and structures is implemented in the finite-volume-method (FVM) based OpenFOAM® …

Marine seabed is often composed of non-homogeneous soil in various directions, where its
response to dynamic wave loading shows much difference from the case of homogeneous …