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Wave-induced porewater pressure in a seabed with inhomogeneous permeability

โœ Scribed by Toshikazu Kitano; Hajime Mase


Publisher
Elsevier Science
Year
2001
Tongue
English
Weight
205 KB
Volume
28
Category
Article
ISSN
0029-8018

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โœฆ Synopsis


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 Bessel's differential equation. Subsequently, we proposed some representative quantities for examining the effects of inhomogeneity of permeability. The main effects of inhomogeneity are that the boundary layer becomes thinner and the phase delay in the direction of depth becomes larger as the inhomogeneity becomes significant. In addition, it was shown that the boundary layer is properly evaluated by using the averaged permeability.


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Effects of a cover layer on wave-induced
โœ X. Wang; D.S. Jeng; Y.S. Lin ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 538 KB

In engineering practice, a cover layer of coarser material has been used to protect a buried marine pipeline from wave-induced seabed instability. However, most previous investigations of the wave-seabed-pipe interaction problem have been concerned only with such a problem either in an isotropic sin