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

Figure 12

Maximum principal stress plot for Model Ⅰ 2nd calculation scheme. (a) Step 8 after excavation. (b) Step 13 after excavation. (c) Step 15 after excavation. (d) Step 21 after excavation. (e) Step 25 after excavation. (f) Step 26 after excavation.

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