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

<div>Seepage velocity field in landslide deposit <i>H</i><sub>12</sub> for Case 3 with water-level dropping from 812 m to 765 m at a rate of 2 m/day.</div>

Advances in Civil Engineering

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Figure 9

Figure 9: Effects of Rapid Water-Level Fluctuations on the Stability of an Unsaturated Reservoir Bank Slope 