Research Article
Side Friction of Rock-Socketed Piles Involving Thick Sediment
Table 3
Properties of piles and rock adopted in the numerical analysis.
| | Parameters | Pile | Rock |
| | Pile diameter (m) | 1 | — | | Rock-insertion depth (m) | 1, 2, 3, 4 | — | | Modulus of elasticity E (GPa) | 30 | 5 | | Poisson’s ratio u | 0.2 | 0.22 | | Cohesion c (kPa) | — | 520 | | Friction angle φ (°) | — | 41 |
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