Research Article

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

Figure 13

Maximum shear stress plot for Model Ⅰ 2nd calculation scheme. (a) Step 9 after excavation. (b) Step 12 after excavation. (c) Step 18 after excavation. (d) Step 26 after excavation.
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