Journal ArticleDOI
Dynamic response of a porous seabed-pipeline interaction under wave loading: Soil-pipeline contact effects and inertial effects
Reads0
Chats0
TLDR
In this paper, the pore pressure and internal stresses within the pipeline under wave loading were considered in the new model and a comprehensive comparison between the experimental data available and the present model is performed and showing good agreements.About:
This article is published in Computers and Geotechnics.The article was published on 2008-03-01. It has received 46 citations till now. The article focuses on the topics: Trench & Wave loading.read more
Citations
More filters
Journal ArticleDOI
Numerical analysis of wave-induced poro-elastic seabed response around a hexagonal gravity-based offshore foundation
Yuzhu Li,Muk Chen Ong,Tian Tang +2 more
TL;DR: In this article, the wave-induced soil response and liquefaction risk around a hexagonal gravity-based offshore foundation is investigated by applying an integrated multiphysics model developed in the finite volume method (FVM) based OpenFOAM framework.
Journal ArticleDOI
2D numerical study of wave and current-induced oscillatory non-cohesive soil liquefaction around a partially buried pipeline in a trench
TL;DR: In this article, a 2D coupled model for wave and current-seabed-pipeline interactions is proposed to examine oscillatory non-cohesive soil liquefaction around a partially buried pipeline in a trench.
MonographDOI
Mechanics of Wave-Seabed-Structure Interactions: Modelling, Processes and Applications
TL;DR: In this article, the authors provide an updated look at the mathematics behind the interactions between sea, soil and man-made structures, including wave-seabed-structure interactions.
Journal ArticleDOI
Laboratory experimental study of ocean waves propagating over a partially buried pipeline in a trench layer
Ke Sun,Jisheng Zhang,Yuan Gao,Dong-Sheng Jeng,Dong-Sheng Jeng,Yakun Guo,Yakun Guo,Zuodong Liang +7 more
TL;DR: In this article, a series of comprehensive laboratory experiments are carried out in a wave flume to investigate the wave-induced pore pressures around a partially embedded pipeline in a trench layer.
Journal ArticleDOI
Numerical study for wave-induced oscillatory pore pressures and liquefaction around impermeable slope breakwater heads
TL;DR: In this paper, the problem of wave-structure-seabed interactions (WSSI) around impermeable slope breakwater head is numerically investigated with a three-dimensional (3D) integrated model.
References
More filters
Book
The finite element method
TL;DR: In this article, the methodes are numeriques and the fonction de forme reference record created on 2005-11-18, modified on 2016-08-08.
Journal ArticleDOI
General Theory of Three‐Dimensional Consolidation
TL;DR: In this article, the number of physical constants necessary to determine the properties of the soil is derived along with the general equations for the prediction of settlements and stresses in three-dimensional problems.
Journal ArticleDOI
On the response of a poro-elastic bed to water waves
TL;DR: In this article, the problem of the response of a porous elastic bed to water waves is treated analytically on the basis of the three-dimensional consolidation theory of Biot (1941).
Journal ArticleDOI
Drained, undrained, consolidating and dynamic behaviour assumptions in soils
TL;DR: In this article, an analytical study of a soil layer subject to a periodic surface force is presented, and the results of the analysis are given in a non-dimensional, generally valid, form and should find practical application in assessing the type of approximation that is applicable in new problems.
Journal ArticleDOI
A solution method for planar and axisymmetric contact problems
TL;DR: The aim in this research is the development of a solution algorithm for analysis of general contact conditions which shall include the possibilities to analyse: contact between flexible-flexible and rigid--flexible bodies; sticking or sliding conditions; large relative motions between bodies; repeated contact and separation between the bodies.
Related Papers (5)
Wave-induced soil response in an unsaturated anisotropic seabed of finite thickness
John R.-C. Hsu,Dong-Sheng Jeng +1 more