Figure 4
Comparison of standing wave-induced pore pressure response in front of a caisson breakwater for T = 1 s (k s = 1.2 × 10−6 m/s, H = 5.1 cm, S = 0.98). FEM, finite-element method used to obtain the solution
Comparison of standing wave-induced pore pressure response in front of a caisson breakwater for T = 1 s (k s = 1.2 × 10−6 m/s, H = 5.1 cm, S = 0.98). FEM, finite-element method used to obtain the solution