The wave-induced pore pressure is a key factor in the prediction of the wave-induced liquefaction potential, which has been reported in the literature in conjunction with marine engineering (Sumer and Fredsøe, 2002). Most previous investigations for the wave-induced soil response have been limited to uncoupling model by linking wave models with seabed models through continuity of pressures at the seabed surface. In this study, we proposed a coupled model to link both wave and seabed models and provide a better understanding of the mechanism of the wave-seabed interactions. Based on the present model, we will investigate the difference between the existing uncoupled model and the present coupled model in the prediction of the wave-induced liquefaction.
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A Coupling Model for Waves Propagating over A Porous Seabed
C. C. Liao;
Paper presented at the The Eleventh ISOPE Pacific/Asia Offshore Mechanics Symposium, Shanghai, China, October 2014.
Paper Number: ISOPE-P-14-084
Published: October 12 2014
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Liao, C. C., Jeng, D-S, Lin, Z., and Y. Guo. "A Coupling Model for Waves Propagating over A Porous Seabed." Paper presented at the The Eleventh ISOPE Pacific/Asia Offshore Mechanics Symposium, Shanghai, China, October 2014.
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