Wave interactions with 2D structures on/inside porous seabed by a two-domain boundary element method

Kim, M.H.; Koo, Weoncheol; Hong, Sa Young

doi:10.1016/s0141-1187(00)00019-5

Cited by 7 publications

(2 citation statements)

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“…complete uncoupling of equation occurs. Although the type of fully drained behaviour does not occur ever with dynamic effects, many investigations still applied the model to analysis interaction of water wave and structure (Dean and Dalrymple, 1984;Kim et al, 2000).…”

Section: Drained Behaviour (D-m)mentioning

confidence: 99%

“…Based on the assumption of a rigid and permeable sandy seabed, Reid and Kajiura (1957) may be the first to investigate the phenomenon of wave damping analytically. Later, this method has been further extended to more complicated cases (Liu, 1973;Dean and Dalrymple, 1984;Kim et al, 2000). Recently, Jeng (2001) further investigated the wave dispersion based on static Biot's elastic model.…”

Section: Introductionmentioning

confidence: 99%

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Comparison of existing poroelastic models for wave damping in a porous seabed

Lin¹,

Jeng

2003

Ocean Engineering

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Mechanism of wave-seabed interaction has been extensively studied by coastal geotechnical engineers in recent years. Numerous poro-elastic models have been proposed to investigate the mechanism of wave propagation on a seabed in the past. The existing poro-elastic models include drained model, consolidation model, Coulomb-damping model, and full dynamic model. However, to date, the difference between the existing models is unclear. In this paper, the fully dynamic poro-elastic model for the wave-seabed interaction will be derived first. Then, the existing models will be reduced from the proposed fully dynamic model. Based on the numerical comparisons, the applicable range of each model is also clarified for the engineering practice. 

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Section: Drained Behaviour (D-m)mentioning

confidence: 99%