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

Table 3

Medium parameters used for the analyses by FLIP model.

Medium	Unit weight (kN/m^3)	Poisson’s ratio	Elastic modulus (kN/m^2)	Internal friction angle (°)
Sand	19.0	0.35	10000	31
Rock	25.0	0.22	3900000	40
Rubble	18.0	0.25	90000	40
Tripod	23.0	0.25	25000000	—
Concrete	23.0	0.25	25000000	—