๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

SHORT-CRESTED WAVE-INDUCED SEABED RESPONSE VARIABLE PERMEABILITY

โœ Scribed by Jeng, Dong-Sheng; Seymour, Brian Richard

Book ID
120174616
Publisher
Chinese Electronic Periodical Services
Year
1997
Tongue
English
Weight
830 KB
Volume
20
Category
Article
ISSN
0253-3839

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๐Ÿ“œ SIMILAR VOLUMES

The effects of variable permeability on
The effects of variable permeability on the wave-induced seabed response
โœ Y.S. Lin; D.S. Jeng ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 826 KB

The topic of wave-seabed interaction is important for civil engineers with regard to stability analysis of foundations for offshore structures. Most previous investigations of such

Wave-induced porewater pressure in a sea
Wave-induced porewater pressure in a seabed with inhomogeneous permeability
โœ Toshikazu Kitano; Hajime Mase ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 205 KB

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

Effect of wave non-linearity on the stan
Effect of wave non-linearity on the standing-wave-induced seabed response
โœ C. P. Tsai; T. L. Lee; J. R. C. Hsu ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 318 KB ๐Ÿ‘ 2 views

A standing wave in front of a seawall may reach a height more than twice of its incident component. When excess pore pressure occurs, it may even induce seabed instability, hence endangering the structure. This issue was studied previously using only linear wave theory. In this paper, standing-wave