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96 D.S.JENG
Figure 3.22 Vertical distributions of the wave-induced pore pressure versus the soil depth
for various values of anisotropic constant (m) at different sections in (a) coarse sand and
(b) fine sand.
1985; Hsu and Jeng, 1994). As shown in Figure 3.23, the degree of saturation
significantly affects the wave-induced pore pressure, especially near a structured
