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

<div>Different m-order <i>F</i><sub><i>q</i></sub>(<i>s</i>) − <i>s</i> relationship contour projection.</div>

Advances in Civil Engineering

Figure 9: Stability Analysis of the Left Bank Slope of Baihetan Hydropower Station Based on the MF-DFA Method 