Dynamic Wave-Induced Settlement Behavior of a Caisson Breakwater Built on a Sandy Seabed

Table 2

Soil properties and wave characteristics in verification case.

Medium	Shear modulus (kPa)	Bulk modulus (kPa)	Poisson’s ratio	Porosity	Internal friction angle (°)
Seabed	5 × 10^5	1.304 × 10^5	0.33	0.30	38
Breakwater	1 × 10^6	1.590 × 10^5	0.24	0.33	45