Research Article
Slope Stability from a Hydrological Perspective: Taking Typical Soil Slope as an Example
Table 4
The finite element calculation parameter table.
| | Soil | E (MPa) | ν | C (kPa) | φ (°) | c′ (kPa) | φ′ (°) | γ (kN/m3) | γ′ (kN/m3) | γsat (kN/m3) |
| | Artificial fill Qml | 15.0 | 0.3 | 22.5 | 10.5 | 15.0 | 9.5 | 16.7 | 7.8 | 17.6 | | Aeolian deposit | 8.0 | 0.3 | 24.5 | 14.7 | 13.5 | 11.0 | 17.1 | 9.0 | 18.8 | | Accumulation layer | 24.0 | 0.3 | 16.5 | 12.4 | 14.3 | 11.7 | 18.0 | 9.2 | 19.0 | | Alluvium | 24.0 | 0.3 | 25.0 | 15.3 | 15.0 | 14.8 | 17.4 | 8.9 | 18.7 | | Mudstone N | 8000 | 0.2 | 30.0 | 15.1 | 27.1 | 13.0 | 18.4 | 9.6 | 19.4 |
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