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- W2078765070 abstract "To simplify the complicated mathematical process, most previous investigations for the water waves-seabed interaction problem have assumed a porous seabed with isotropic soil behavior, even though strong evidence of anisotropic soil behavior has been reported in soil-mechanics literature. This paper proposes an analytical solution of the short-crested wave-induced soil response in a cross-anisotropic seabed. As shown in the numerical results presented, the wave-induced seabed response, including pore pressure, effective stresses and soil displacements, is affected significantly by the cross-anisotropic elastic constants. A parametric study is performed to clarify the relative differences in pore pressure between isotropic and cross-anisotropic solutions." @default.
- W2078765070 created "2016-06-24" @default.
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- W2078765070 date "1998-01-01" @default.
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- W2078765070 title "Wave-induced seabed response in a cross-anisotropic seabed in front of a breakwater: An analytical solution" @default.
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- W2078765070 doi "https://doi.org/10.1016/s0029-8018(97)00054-1" @default.
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