Journal ArticleDOI
Numerical study for waves propagating over a porous seabed around a submerged permeable breakwater: PORO-WSSI II model
Reads0
Chats0
TLDR
In this paper, an integrated model (PORO-WSSI II), based on the volume-averaged/Reynolds-Averaged Navier-Stokes (VARANS) equations and Biot's poro-elastic theory, is developed to investigate the mechanism of the wave-permeable structure-porous seabed interactions.About:
This article is published in Ocean Engineering.The article was published on 2011-05-01. It has received 41 citations till now. The article focuses on the topics: Wave height & Seabed.read more
Citations
More filters
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
Numerical modeling of response of a saturated porous seabed around an offshore pipeline considering non-linear wave and current interaction
TL;DR: In this paper, a parametric study has been carried out to examine the influences of wave nonlinearity and current on the pore pressure firstly, and then, the configuration and filled materials for a trench layer that normally is used for the protection of a buried pipeline are studied.
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.
Journal ArticleDOI
Response of a porous seabed to water waves over permeable submerged breakwaters with Bragg reflection
Jisheng Zhang,Jisheng Zhang,Jisheng Zhang,Dong-Sheng Jeng,Dong-Sheng Jeng,Philip L.-F. Liu,Chi Zhang,Y. Zhang +7 more
TL;DR: In this paper, an integrated model is developed for the investigation of wave motion and seabed response around multiple permeable submerged breakwaters subject to different levels of Bragg reflection.
Journal ArticleDOI
Numerical investigation of dynamic soil response around a submerged rubble mound breakwater
Hongyi Zhao,Hongyi Zhao,Zuodong Liang,Dong-Sheng Jeng,Dong-Sheng Jeng,Jian-Feng Zhu,Zhen Guo,Weiyun Chen +7 more
TL;DR: In this paper, the authors used an integrated FVM-FEM scheme, in which the VARANS equation is used to simulate fluid field, while Biot's poro-elastic model is used for porous flow in a seabed.
References
More filters
Journal ArticleDOI
Volume of fluid (VOF) method for the dynamics of free boundaries
C.W Hirt,B. D. Nichols +1 more
TL;DR: In this paper, the concept of a fractional volume of fluid (VOF) has been used to approximate free boundaries in finite-difference numerical simulations, which is shown to be more flexible and efficient than other methods for treating complicated free boundary configurations.
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
A numerical study of breaking waves in the surf zone
Pengzhi Lin,Philip L.-F. Liu +1 more
TL;DR: In this paper, a nonlinear Reynolds stress model is employed to relate the Reynolds stresses and the strain rates of the mean flow for a single wave propagating over a long distance in a constant depth.
Journal ArticleDOI
Numerical Modeling of Wave Interaction with Porous Structures
TL;DR: In this paper, a numerical model for simulating wave interaction with porous structures is presented, which calculates the mean flow outside of porous structures based on the Reynolds averaged Navier-S...
Journal ArticleDOI
Wave-induced responses in a fluid-filled poro-elastic solid with a free surface : A boundary layer theory
Chiang C. Mei,Mostafa A. Foda +1 more
TL;DR: In this article, the wave-induced stress in a porous elastic medium is studied on the basis of Biot's linearized theory which is a special case of the mixture theory, and several examples of potential interest to geophysics and foundation mechanics are treated analytically.
Related Papers (5)
Wave-induced soil response in an unsaturated anisotropic seabed of finite thickness
John R.-C. Hsu,Dong-Sheng Jeng +1 more