Research Article
Discrete Element Simulation and Monitoring Analysis of Different Construction Methods of the Shallow Buried Bias Tunnel
Figure 10
Distribution of vertical displacement of the single side heading method: (a) displacement contours of different excavation stages of the single side heading method (without systematic bolt); (b) distribution of vertical displacement for final excavation stage of the single side heading method: work condition 3 (A), work condition 4 (B).
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