Advances in Civil Engineering / 2020 / Article / Fig 10

Research Article

Stability Charts for Pseudostatic Stability Analysis of Rock Slopes Using the Nonlinear Hoek–Brown Strength Reduction Technique

Figure 10

The slope angle weighting factors: (a) kh = 0; (b) kh = 0.1; (c) kh = 0.2; (d) kh = 0.3.

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