Research Article
Case Study on Analyses of Slope Riverbank Failure
Figure 11
(a–e) Slope stability analysis simulation for rapid drawdown.
| (a) 0 days |
| (b) 0.25 days |
| (c) 5.33 days |
| (d) 12.8 days |
| (e) 30 days |
| (a) 0 days |
| (b) 0.25 days |
| (c) 5.33 days |
| (d) 12.8 days |
| (e) 30 days |