Safety Standard for Special Class Damslopes Based on Reliability Analysis

<div>The profile diagram for the stabilities of the selected three ultrahigh dams in China with heights of more than 200 m: (1) critical slip surface under normal conditions; (2) critical slip surface under seismic conditions. (a) Nuozhadu. (b) Shangzhai. (c) Lianghekou.</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Safety Standard for Special Class Damslopes Based on Reliability Analysis 