Research Article
Vertical Load and Settlement at the Foot of Steel Rib with the Support of Feet-Lock Pipe in Soft Ground Tunnel
Table 6
Basic parameters for excavation and support of the tunnel.
| Items | Value |
| Type of steel ribs | I25a | Contact area at the foot of the steel rib (cm2) | 26 × 18 | Interval of steel ribs (m) | 0.6 | Length of the feet-lock pipe (m) | 5 | Quantity and diameter of the feet-lock pipe at each foot | 2Φ50 mm × 4 mm | Angle of the feet-lock pipe (°) | 20° | Young’s modulus of steel ribs (GPa) | 206 | Radius of steel ribs (m) | 8.66 | Span of steel ribs (m) | 17.06 | Height of steel ribs (m) | 7.15 | Young’s modulus of the feet-lock pipe (GPa) | 206 | Young’s modulus of cement grout (GPa) | 23 |
|
|