Wave-induced stresses and pore pressures in sloping seabeds
โ Scribed by Behrouz Gatmiri
- Publisher
- John Wiley and Sons
- Year
- 1991
- Tongue
- English
- Weight
- 660 KB
- Volume
- 15
- Category
- Article
- ISSN
- 0363-9061
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๐ SIMILAR VOLUMES
Most previous investigations for the wave-induced soil response have only considered the quasi-static soil behavior under linear wave loading. However, it is expected that the dynamic soil behavior and wave non-linearity will play an important role in the evaluation of waveinduced seabed response. I
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