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

Figure 8

The seismic weighting factors for rock slopes with (a) β = 30°, (b) β = 45°, (c) β = 60°, and (d) β = 75°.

(a)

(b)

(c)

(d)