Research Article
Mechanical and Deformation Characteristics and Optimization of Support Parameters for Superlarge-Span Tunnel: A Case Study from Laohushan Tunnel
Table 10
Internal force and safety factor of primary support under parameter 3.
| Monitoring point | Position | Shotcrete axial force (kN) | Axial force of steel rib (kN) | Steel rib bending moment (kN·m) | Shotcrete safety factor | Steel rib tensile safety factor | Steel rib compression safety factor |
| 0 | Crown | 510.9 | 111.4 | −7.5 | 8.7 | 2.6 | 1.9 | 1 | Crown deviated left 30° | 1462.7 | 319.0 | −3.9 | 3.3 | 19.2 | 2.5 | 2 | Crown deviated right 30° | 851.8 | 185.8 | −2.2 | 5.4 | 39.7 | 4.3 | 3 | Left haunch 60° | 1845.0 | 402.3 | −0.8 | 2.7 | | 3.7 | 4 | Right haunch 60° | 1073.2 | 234.0 | 1.8 | 4.4 | | 4.2 | 5 | Left skewback | 1356.7 | 295.8 | −2.1 | 3.5 | | 3.5 | 6 | Right skewback foot | 783.6 | 170.9 | −4.5 | 5.8 | 5.8 | 2.8 | 7 | Left side wall | 189.8 | 41.4 | 0.4 | 22.8 | | 22.8 | 8 | Right side wall | 16.1 | 3.5 | 0.4 | 265.4 | 46.8 | 39.5 |
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