Research Article
Dynamic Response Analysis of Pile Group Foundation of Super-Giant Sewage Treatment Structure on Hydraulic Fill Foundation
Table 1
Value of formation physical and mechanical parameters.
| Layer | Soil name | Calculation parameters | Thickness of layer (m) | Density | Cohesion | Friction angle | ρ (g/cm3) | c (kPa) | Φ (°) |
| 1 | High liquid limit clay | 2.80 | 18.65 | 1.90 | 17.25 | 2 | Medium-high liquid limit clay | 2.50 | 19.86 | 9.50 | 25.08 | 3 | Fine sand (medium dense) | 4.60 | 20.25 | 2.12 | 19.62 | 4 | Medium-high liquid limit clay | 4.85 | 20.55 | 9.84 | 26.85 | 5 | Fine sand (medium dense) | 10.80 | 21.84 | 1.22 | 20.87 | 6 | Fine sand (very dense) | 14.70 | 22.45 | 13.40 | 18.32 |
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