Research Article
Stability Assessment of Landslides in Dahuaqiao Reservoir Area Based on Back Analysis of Slope Monitoring
Table 7
Back analysis results for strength parameters.
| | Landslide | Initial parameters | Lower bound of parameters | Results determined by back analysis | | ϕ (°) | c (kPa) | ϕ (°) | c (kPa) | ϕ (°) | c (kPa) |
| | Cangjiangqiao | 19.00 | 10.00 | 16.63 | 8.62 | 17.60 | 9.50 | | Dahua | 23.95 | 20.14 | 21.08 | 17.48 | 23.40 | 17.80 |
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