Numerical Analysis of the Influence of Foundation Pit Blasting on a Nearby Metro Tunnel

Figure 10

Stress contour chart of the fourth condition. (a) X-direction stress of the model. (b) Z-direction stress of the model. (c) X-displacement of the model. (d) Z-displacement of the model. (e) X-direction stress of the lining. (f) Z-direction stress of the lining. (g) X-displacement of the lining. (h) Z-displacement of the lining.

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