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