Wave-induced seepage flux into anisotropic seabeds

Considerable effort has been devoted to quantifying the wave-induced soil response in a porous seabed in the last few decades. Most previous investigations have focused on the analysis of pore pressure and effective stresses within isotropic sediments, despite strong evidence of anisotropic soil behaviour reported in the literature. Furthermore, the seepage flux, which is important in the context of contaminant transport, has not been examined. In this paper, we focus on water wave-driven seepage in anisotropic marine sediments of finite thickness. The numerical results predict that the effects of hydraulic anisotropy and anisotropic soil behaviour on the wave- driven seepage in marine sediment are significant.


Published in:
International Journal for Numerical and Analytical Methods in Geomechanics, 25, 8, 771-787
Year:
2001
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Note: The status of this file is: Involved Laboratories Only


 Record created 2005-12-09, last modified 2018-03-17

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