The Effect of Excavation Disturbance on the Stability of Bedding Cataclastic Rock Mass High Slope Containing Multimuddy Interlayers

Figure 10

Slope grid deformation diagram for Model Ⅰ 1st calculation scheme. (a) Step 4 after excavation. (b) Step 8 after excavation. (c) Step 11 after excavation. (d) Step 23 after excavation. (e) Step 24 after excavation. (f) Step 25 after excavation.

(a)

(b)

(c)

(d)

(e)

(f)