Research Article
Stability Charts for Pseudostatic Stability Analysis of Rock Slopes Using the Nonlinear Hoek–Brown Strength Reduction Technique
Figure 2
Seismic stability charts for rock slopes using the limit analysis method [22]. (a) β = 45°, kh = 0.1. (b) β = 45°, kh = 0.2. (c) β = 45°, kh = 0.3.
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