Page 102 - Numerical Analysis and Modelling in Geomechanics
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WAVE-SEABED-STRUCTURE INTERACTION 83
Figure 3.12 Distribution of the wave-induced pore pressure in the vicinity of a buried
pipeline in anisotropic seabeds (a) without a cover layer, (b) with a cover layer of coarse
sand, and (c) with a cover layer of gravel.
