Research Article

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

Figure 6

Stability charts for rock slopes with β = 45° under static conditions kh = 0: (a) mi = 5; (b) mi = 10; (c) mi = 15; (d) mi = 20; (e) mi = 25; (f) mi = 30; (g) mi = 35.
(a)
(b)
(c)
(d)
(e)
(f)
(g)