Stability Analysis of the Left Bank Slope of Baihetan Hydropower Station Based on the MF-DFA Method

<div>Determining the length of time <i>s</i>: (a) <i>F</i><sub><i>q</i></sub>(<i>s</i>) − <i>s</i> double logarithmic graph; (b) generalized Hurst exponent.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Stability Analysis of the Left Bank Slope of Baihetan Hydropower Station Based on the MF-DFA Method 