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

<div>Sketch of definition for pseudostatic stability analysis of rock slope in this paper: (a) typical slope model and the boundary conditions; (b) mesh of the slope model.</div>

Advances in Civil Engineering

fig5

Figure 5

Figure 5: Stability Charts for Pseudostatic Stability Analysis of Rock Slopes Using the Nonlinear Hoek–Brown Strength Reduction Technique 