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

Figure 5

Maximum shear stress plot for Model Ⅰ 1st calculation scheme. (a) Step 9 after excavation. (b) Step 12 after excavation. (c) Step 18 after excavation. (d) Step 25 after excavation.

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(b)

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(d)