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- W2021060513 abstract "The subject of the wave–seabed–structure interaction is important for civil engineers regarding stability analysis of foundations for offshore installations. Most previous investigations have been concerned with such a problem in the vicinity of a simple structure such as a vertical wall. For more complicated structures such as a pipeline, the phenomenon of the wave–seabed–structure has not been fully understood. This paper proposes a finite-difference model in a curvilinear coordinate system to investigate the wave-induced seabed response in a porous seabed around a pipeline. Based on the present numerical model, mechanism of the wave-induced soil response is examined. Employing Mohr–Coulomb failure criterion, the wave-induced seabed instability is also estimated. The numerical results indicate the importance of the effect of pipeline on the seabed response." @default.
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- W2021060513 date "2000-02-01" @default.
- W2021060513 modified "2023-09-27" @default.
- W2021060513 title "Wave-induced seabed instability around a buried pipeline in a poro-elastic seabed" @default.
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- W2021060513 doi "https://doi.org/10.1016/s0029-8018(98)00046-8" @default.
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