Wave-induced pore pressures and effective stresses in inhomogeneous seabed foundations
โ Scribed by Tokuo Yamamoto
- Publisher
- Elsevier Science
- Year
- 1981
- Tongue
- English
- Weight
- 726 KB
- Volume
- 8
- Category
- Article
- ISSN
- 0029-8018
No coin nor oath required. For personal study only.
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