Research Article
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/m3) | Poisson’s ratio | Elastic modulus (kN/m2) | 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 | — |
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