We have developed an analytical treatment for the wave-induced response of a seabed with inhomogeneous permeability, by employing the boundary layer approximation. By assuming an exponential function for vertically distributed permeability, the inhomogeneous consolidation equation was formulated as
โฆ LIBER โฆ
Long-wave-induced flows in an unsaturated permeable seabed
โ Scribed by LIU, PHILIP L.-F.; PARK, YONG SUNG; LARA, JAVIER L.
- Book ID
- 120114761
- Publisher
- Cambridge University Press
- Year
- 2007
- Tongue
- English
- Weight
- 328 KB
- Volume
- 586
- Category
- Article
- ISSN
- 0022-1120
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
Wave-induced porewater pressure in a sea
โ
Toshikazu Kitano; Hajime Mase
๐
Article
๐
2001
๐
Elsevier Science
๐
English
โ 205 KB
Cnoidal water wave induced seepage in a
โ
Xu, Y.-F.; Wang, J.-H.; Chen, J.-J.
๐
Article
๐
2013
๐
Elsevier Science
๐
English
โ 862 KB
Wave-induced boundary layer flows above
โ
Liu, Philip L.F. (author);Davis, Matthew H. (author);Downing, Sean (author)
๐
Article
๐
1996
๐
Cambridge University Press
๐
English
โ 408 KB
Wave-induced boundary layer flows above
โ
Liu, Philip L.F. (author);Davis, Matthew H. (author);Downing, Sean (author)
๐
Article
๐
1996
๐
Cambridge University Press
๐
English
โ 408 KB
An analytical solution for wave-induced
โ
Xiang-Lian Zhou; Bin Xu; Jian-Hua Wang; Yao-Liang Li
๐
Article
๐
2011
๐
Elsevier Science
๐
English
โ 487 KB
Wave-induced seabed response in a cross-
โ
Dong-Sheng Jeng
๐
Article
๐
1998
๐
Elsevier Science
๐
English
โ 890 KB
To simplify the complicated mathematical process, most previous investigations for the water waves-seabed interaction problem have assumed a porous seabed with isotropic soil behavior, even though strong evidence of anisotropic soil behavior has been reported in soilmechanics literature. This paper