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

<div>Effects of seismic coefficient <i>k<sub>h</sub></i> and slope angle <i>β</i> on 3D rock slope stability: (a) <i>k<sub>h</sub></i>, the seismic coefficient; (b) <i>β</i>, the slope angle.</div>

Advances in Civil Engineering

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Figure 13

Figure 13: Stability Charts for Pseudostatic Stability Analysis of Rock Slopes Using the Nonlinear Hoek–Brown Strength Reduction Technique 