Wave-induced porewater pressure in a seabed with inhomogeneous permeability
โ 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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โฆ 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.
๐ SIMILAR VOLUMES
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