Figure 1
Figure 2
Figure 3
Figure 4
Figure 5
Figure 6
Figure 7
Figure 8
Figure 9
Figure 10
Figure 11
Figure 12
Figure 13
Soil parameters for analysis of pile group_
| Parameters | Unit | Cohesionless soil | Cohesive soil |
|---|---|---|---|
| Unit weight, γ’ | kN/m3 | 20.0 | 18.0 |
| Young’s modulus, E’ | MPa | 1.3 × 104 | 1.0 × 104 |
| Poisson’s ratio, ν’ | - | 0.3 | 0.35 |
| Cohesion intercept, c’ | MPa | 0.1 | 5.0 |
| Angle of internal friction, ϕ’ | - | 30 | 25 |
Geotechnical properties of the soil layers_
| Saturated soil weight (kN/m3) | Young’s modulus (kPa) | Poisson’s ratio | Cohesion intercept (kPa) | Friction angle | |
|---|---|---|---|---|---|
| Medium dense cemented silty sand layer | 18 | 1.3×104 | 0.3 | 20 | 35 |
| Medium dense to very dense silty sand with cemented lumps | 19 | 1.3×104 | 0.3 | 1 | 45 |
| Pile | - | 2.0×109 | 0.15 | - | - |