Research Article
Stability Assessment of Landslides in Dahuaqiao Reservoir Area Based on Back Analysis of Slope Monitoring
Table 2
Physicomechanical parameters for landslides in Dahuaqiao reservoir.
| | Name | Material type | ϕ (°) | c (kPa) | E (GPa) | ε | γ (kN/m3) | γsat (kN/m3) |
| | Cangjiangqiao | Cover layer | 20 | 20 | 0.4 | 0.34 | 21 | 22 | | Intensely weathered bedrock | 33 | 750 | 10 | 0.2 | 26.6 | 26.8 | | Moderately weathered bedrock | 40 | 2000 | 30 | 0.15 | 27.0 | 27.2 |
| | Dahua | Cover layer | 25 | 22 | 0.5 | 0.30 | 21 | 22 | | Intensely weathered bedrock | 33 | 750 | 10 | 0.2 | 26.6 | 26.8 | | Moderately weathered bedrock | 40 | 2000 | 30 | 0.15 | 27.0 | 27.2 |
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