Research Article
Numerical Analysis of the Hydraulic Fracturing of Pressure Tunnel Lining Based on the 2P-IKSPH Method
Figure 10
Failure mode of the tunnel lining under different buried depths. (a) Condition A1. (b) Condition A2. (c) Condition A3. (d) Condition A4.
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(b) |
(c) |
(d) |