Research Article
Stability Analysis of Neighborhood Tunnels with Large Section Constructed in Steeply Jointed Rock Mass
Table 5
Maxima of deformation for different cases.
| | Case no. | Vertical direction (mm) | Horizontal direction (mm) | | Settlement | Heave | Towards right | Towards left |
| | 1 | 15.36 | 28.46 | 8.74 | 7.63 | | 2 | 15.82 | 28.16 | 10.16 | 6.13 | | 3 | 14.90 | 28.05 | 5.22 | 6.34 | | 4 | 15.05 | 28.00 | 8.06 | 6.85 |
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