IMECH-IR  > 流固耦合系统力学重点实验室
A Numerical Model for Pore Pressure Buildup in a Porous Seabed under the Action of Combined Waves and Current
Wang YF(王意发); Gao FP(高福平)
2014-10
Conference NameProceedings of the Eleventh (2014) Pacific/Asia Offshore Mechanics Symposium
Conference Date2014-10-12~16
Conference PlaceShanghai
AbstractA finite element model for the pore pressure responses under the action of combined waves and current is proposed and verified with the existing experimental data. In this numerical model, both transient and residual pore pressure responses are simulated simultaneously. The numerical results indicate that the transient pore pressure is dominant in the upper part of the seabed while the residual component prevails in the lower one. Parametric studies are conducted to investigate the effects of the current velocity, the wave steepness, and the soil permeability on the pore pressure responses. Imposing a following or opposing current upon waves has much effect on pore pressure distributions in the porous seabed.
DepartmentLMFS流固土耦合力学(LHO)
ISBN9781880653906
Indexed ByEI
Language英语
Document Type会议论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/49469
Collection流固耦合系统力学重点实验室
Recommended Citation
GB/T 7714
Wang YF,Gao FP. A Numerical Model for Pore Pressure Buildup in a Porous Seabed under the Action of Combined Waves and Current[C],2014.
Files in This Item: Download All
File Name/Size DocType Version Access License
40200.pdf(1050KB)会议论文 开放获取CC BY-NC-SAView Download
Related Services
Recommend this item
Bookmark
Usage statistics
Export to Endnote
Google Scholar
Similar articles in Google Scholar
[Wang YF(王意发)]'s Articles
[Gao FP(高福平)]'s Articles
Baidu academic
Similar articles in Baidu academic
[Wang YF(王意发)]'s Articles
[Gao FP(高福平)]'s Articles
Bing Scholar
Similar articles in Bing Scholar
[Wang YF(王意发)]'s Articles
[Gao FP(高福平)]'s Articles
Terms of Use
No data!
Social Bookmark/Share
File name: 40200.pdf
Format: Adobe PDF
All comments (0)
No comment.
 

Items in the repository are protected by copyright, with all rights reserved, unless otherwise indicated.