Wave-induced sea floor dynamics

DS Jeng - Applied Mechanics Reviews, 2003 - ui.adsabs.harvard.edu
This article reviews recent developments in the interaction between water waves, seabed,
and coastal structures. The scope of the review covers theoretical approaches and physical …

[HTML][HTML] Recent advances of seabed liquefaction around the vicinity of marine structures

J Lin, DS Jeng, H Zhao, Y Gao, J Liu, Y Guo - Ocean Engineering, 2023 - Elsevier
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 …

[SÁCH][B] Liquefaction Around Marine Structures (With CD-ROM)

BM Sumer - 2014 - books.google.com
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 …

A generalized framework of two-way coupled numerical model for fluid-structure-seabed interaction (FSSI): Explicit algorithm

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 integrated model for the wave-induced seabed response around marine structures: Model verifications and applications

DS Jeng, JH Ye, JS Zhang, PLF Liu - Coastal Engineering, 2013 - Elsevier
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 …

Dynamics of offshore wind turbine-seabed foundation under hydrodynamic and aerodynamic loads: A coupled numerical way

K He, J Ye - Renewable Energy, 2023 - Elsevier
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 …

[HTML][HTML] Numerical simulation of the wave-induced dynamic response of poro-elastoplastic seabed foundations and a composite breakwater

J Ye, D Jeng, R Wang, C Zhu - Applied Mathematical Modelling, 2015 - Elsevier
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 …

Nonlinear regular wave, submerged breakwater and seabed dynamic interaction

N Mizutani, AM Mostafa, K Iwata - Coastal Engineering, 1998 - Elsevier
Numerical and physical models have been developed to study the nonlinear dynamic
interaction between water waves and permeable submerged breakwater over a finite …

Breaking wave-induced response of composite breakwater and liquefaction in seabed foundation

Y Jianhong, J Dongsheng, PLF Liu, AHC Chan… - Coastal …, 2014 - Elsevier
In the practice of engineering, breaking wave is much more dangerous for the stability of
composite breakwater built on porous seabed than non-breaking wave in offshore area. In …

Wave-induced dynamic response and instability of seabed around caisson breakwater

MBC Ulker, MS Rahman, MN Guddati - Ocean Engineering, 2010 - Elsevier
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 …