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

Figure 13

The relative difference of the maximum liquefaction depth 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), (c) soil permeability (with  m,  s,  m, and ), and (d) wave height (with  s,  m, , and  m/s).

(a)

(b)

(c)

(d)