Advances in Civil Engineering / 2020 / Article / Fig 13

Research Article

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

Figure 13

Effects of seismic coefficient kh and slope angle β on 3D rock slope stability: (a) kh, the seismic coefficient; (b) β, the slope angle.

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