J Ye, H Zhou, K He - Engineering Geology, 2024 - Elsevier
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 …
An analytical solution of the dynamic response of offshore wind turbines under wave load with nonlinear Stokes's wave theory and wave–structure and soil–foundation interactions is …
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 …
The offshore wind power industry has significantly contributed to the production of green energy in China and Europe etc. and made significant contributions to the reduction of …
Recently, behavior of large-diameter mono-pile foundations for offshore wind turbines under long-term cyclic wave loading has attracted great attentions from coastal engineers. In this …
" 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 …
WG Qi, CF Li, DS Jeng, FP Gao, Z Liang - Coastal engineering, 2019 - Elsevier
Waves are coexisting with currents in coastal zones; nevertheless, previous experimental studies for excess pore-pressure responses in a porous seabed were predominantly limited …
Y Li, MC Ong, T Tang - Coastal Engineering, 2018 - Elsevier
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 …