Effects of Rapid Water-Level Fluctuations on the Stability of an Unsaturated Reservoir Bank Slope

<div>Potential sliding zone (green part) of Case 1 with water-level dropping from 812 m to 765 m at a rate of 2 m/day (<i>F</i><sub>S</sub> = 1.123).</div>

Advances in Civil Engineering

fig5

Figure 5

Figure 5: Effects of Rapid Water-Level Fluctuations on the Stability of an Unsaturated Reservoir Bank Slope 