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• W2079656713 startingPage "917" @default.
• W2079656713 abstract "Most previous investigations related to composite breakwaters have focused on the wave forces acting on the structure itself from a hydrodynamic aspect. The foundational aspects of a composite breakwater under wave-induced cyclic loading are also important in studying the stability of a composite breakwater. In this study, numerical simulations were performed to investigate the wave-induced pore water pressure and flow changes inside the rubble mound of the composite breakwater and seabed foundation. The validity and applicability of the numerical model were demonstrated by comparing numerical results with existing experimental data. Moreover, the present model clearly has shown that the instantaneous directions of pore water flow motion inside the seabed induced by surface waves are in good agreement with the general wave-induced pore water flow inside the seabed. The model is further used to discuss the stability of a composite breakwater, i.e., the interaction among nonlinear waves, composite breakwater and seabed. Numerical results suggest that the stability of a composite breakwater is affected by not only downward shear flow generating on the seaward slope face of the rubble mound but, also, a high and dense pore water pressure gradient inside the rubble mound and seabed foundation." @default.
• W2079656713 created "2016-06-24" @default.
• W2079656713 creator A5029776858 @default.
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• W2079656713 date "2010-10-01" @default.
• W2079656713 modified "2023-09-29" @default.
• W2079656713 title "Numerical study on the interaction among a nonlinear wave, composite breakwater and sandy seabed" @default.
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• W2079656713 doi "https://doi.org/10.1016/j.coastaleng.2010.05.010" @default.
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