Experimental study of particle migration under cyclic loading: effects of load frequency and load magnitude

S Zhang, F Gao, X He, Q Chen, D Sheng - Acta Geotechnica, 2021 - Springer
The study of particle migration in porous media under cyclic loading is the key to understand
the mechanism of mud pum** hazard in railway embankments. This paper presents a …

Structural performance of a submerged bottom-mounted compound porous cylinder on the water wave interaction in the presence of a porous sea-bed

A Sarkar, A Chanda - Physics of Fluids, 2022 - pubs.aip.org
Scattering problem of a submerged bottom-mounted compound porous cylinder located on
a porous sea-bed is theoretically investigated under the assumption of linear potential flow …

[HTML][HTML] Impacts of wave-induced seabed response on local scour around a pipeline: PORO–FSSI–SCOUR–FOAM

H Zhai, DS Jeng - Coastal Engineering, 2024 - Elsevier
The problem of local scour around a submarine pipeline is vital for oil and gas projects.
Conventional scour models around pipeline practically include the flow and sediment …

Three-dimensional modeling of wave-induced residual seabed response around a mono-pile foundation

HY Zhao, DS Jeng, CC Liao, JF Zhu - Coastal Engineering, 2017 - Elsevier
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 …

Investigation of nonlinear wave-induced seabed response around mono-pile foundation

Z Lin, D Pokrajac, Y Guo, D Jeng, T Tang, N Rey… - Coastal …, 2017 - Elsevier
Stability and safety of offshore wind turbines with mono-pile foundations, affected by
nonlinear wave effect and dynamic seabed response, are the primary concerns in offshore …

Laboratory study for pore pressures in sandy deposit under wave loading

B Liu, DS Jeng, GL Ye, B Yang - Ocean Engineering, 2015 - Elsevier
This paper presents the results of an experimental study of wave-induced pore pressures in
marine sediments. A one-dimensional facility was set up with a vertical cylinder, and a 1.8 m …

Investigation on wave-induced responses of heterogeneous seabed around a buried pipeline based on nonstationary random field model

B Zhu, Q Yang, T Wang, M Lu, P Mo, T Hiraishi… - Computers and …, 2024 - Elsevier
The instability of the seabed poses a threat to the structural integrity and functionality of
submarine pipelines. This numerical study investigates wave-induced responses in a …

An integrated numerical model for wave–soil–pipeline interactions

Z Lin, Y Guo, D Jeng, C Liao, N Rey - Coastal Engineering, 2016 - Elsevier
Abstract An integrated Finite Element Method (FEM) model is proposed to investigate the
dynamic seabed response for several specific pipeline layouts and to simulate the pipeline …

[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 …

Dynamic response of subsea tunnel in liquefiable layered seabed under combined earthquake and wave action

LY Xu, JP **, F Cai, WY Chen, GX Chen - Ocean Engineering, 2024 - Elsevier
Liquefaction poses a potential threat to the safety of subsea tunnel during the earthquake. In
the ocean environment, wave pressure is considered as a normal loading applied at the …