Page 114 - Numerical Analysis and Modelling in Geomechanics
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WAVE-SEABED-STRUCTURE INTERACTION 95
Figure 3.21 Vertical distributions of the wave-induced pore pressure versus the soil depth
for various values of anisotropic constant (n) at different sections in (a) coarse sand and
(b) fine sand.
has been reported that the degree of saturation plays an important role in the
evaluation of the wave-induced seabed response without structures (Okusa,
