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.
| (a) |
| (b) |
| (c) |
| (d) |