Research Article
Numerical Evaluation on Dynamic Response of Existing Underlying Tunnel Induced by Blasting Excavation of a Subway Tunnel
Figure 14
Maximum principle stress distribution variation induced by CD method 25 m away. (Note. Positive value for tensile stress. (a) Time = 47.5 ms, (b) time = 91.5 ms, and (c) time = 156.5 ms.)
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