Research Article
Stability Charts for Pseudostatic Stability Analysis of Rock Slopes Using the Nonlinear Hoek–Brown Strength Reduction Technique
Figure 7
Stability charts for rock slopes with β = 45° under pseudostatic condition: (a) kh = 0.1; (b) kh = 0.2; (c) kh = 0.3. Note. In this figure, the biaxial coordinate is adopted to differentiate the trends of curves with different GSI values in one chart.
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| (b) |
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