Table 6.
Relationship between the internal force and the tunnel foundation.
| Object | Outer/Inner Lining | Foundation Type | Arch Crown | Arch Rib | Arch Springing | Side Wall |
|---|---|---|---|---|---|---|
| Axial force (kN) | Outer lining | Bedrock | −2960.13 | −3552.58 | −3504.25 | −4200.27 |
| Concrete dam | −4772.29 | −5367.43 | −5807.45 | −6781.54 | ||
| Inner lining | Bedrock | −1286 | −1158 | −1289 | −1386 | |
| Concrete dam | −1810 | −1789 | −1878 | −1698 | ||
| Bending moment (kN·m) | Outer lining | Bedrock | −492.94 | 262.17 | 512.23 | −1025.67 |
| Concrete dam | −987.53 | 547.12 | 918.45 | −1775.46 | ||
| Inner lining | Bedrock | −28 | 11.42 | 21.8 | −6.5 | |
| Concrete dam | −68.52 | 25.89 | 35.6 | −10.53 |