Research Article
Stability Assessment of Landslides in Dahuaqiao Reservoir Area Based on Back Analysis of Slope Monitoring
Table 5
Calculated deformation values of Cangjiangqiao landslide (mm).
| | Cohesion (kPa) | | 19.42 | 18.87 | 18.35 | 17.86 |
| Internal friction angle (°) | 19.46 | 10.1 | 12.0 | 13.8 | 15.2 | Cangjiangqiao SN3-2 | 18.95 | 24.3 | 30.8 | 36.2 | 42.2 | 18.47 | 27.5 | 43.2 | 56.3 | 69.8 | 18.00 | 48.9 | 61.7 | 79.2 | 365.1 |
| Internal friction angle (°) | 19.46 | 12.6 | 15.4 | 16.8 | 18.4 | Cangjiangqiao SN3-3 | 18.95 | 29.2 | 38.2 | 43.8 | 52.4 | 18.47 | 33.2 | 52.8 | 67.8 | 85.2 | 18.00 | 58.8 | 74.6 | 95.2 | 373.5 |
|
|