Research Article
Effects of Rapid Water-Level Fluctuations on the Stability of an Unsaturated Reservoir Bank Slope
Table 2
Cases modelled in the analysis of landslide.
| Case no. | Conditions | Research contents |
| Case 1 | Water-level drops from 812 m to 765 m (2 m/day) | Stability | Case 2 | Water-level increases from 672.5 m to 765 m (2 m/day) | Stability | Case 3 | Water-level drops dramatically from 812 m to 765 m (2 m/day) | Hydromechanical behavior | Case 4 | Water-level raises sharply from 672.5 m to 765 m (2 m/day) | Hydromechanical behavior |
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