Three-Dimensional Analysis of Complex Rock Slope Stability Affected by Fault and Weak Layer Based on FESRM

Figure 16

Sectional view of the damage zone of the slope with weak layer. (a) F = 1.0. (b) F = 1.3. (c) F = 1.7. (d) F = 2.0.

(a)

(b)

(c)

(d)