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

<div>Evolution characteristics of multifractal spectrum parameters vs. time: (a) Δ<i>α</i> characteristics with time; (b) Δ<i>f</i>(<i>α</i>) characteristics with time.</div>

Advances in Civil Engineering

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Figure 15

Figure 15: Stability Analysis of the Left Bank Slope of Baihetan Hydropower Station Based on the MF-DFA Method 