Numerical Study on Effects of the Embedded Monopile Foundation on Local Wave-Induced Porous Seabed Response

Figure 10

The maximum amplitudes of relative difference of pore water pressure caused by the embedded monopile foundation against (a) the embedded depth (with  m,  s, , and  m/s), (b) degree of saturation (with  m,  s,  m, and  m/s), and (c) soil permeability (with  m,  s,  m, and ).

(a)

(b)

(c)