Research Article
Identifying Effective Rock-Breaking Ratio Based on Rock Chip Information for Rock-Breaking Efficiency Evaluation of TBM
Table 2
TBM design parameters for water conveyance tunnel construction projects.
| Design parameters | Lanzhou water source construction tunnel project | Wananxi water diversion project | TBM 1 | TBM 2 | TBM |
| Excavation diameter (mm) | 5480 | 5480 | 3830 | TBM type | Double shield | Open | Number of disc cutters | 37 | 30 | 23 | Center disc cutter/diameter (mm) | 6/432 | 4/432 | 4/432 | Inner cutter/diameter (mm) | 21/483 | 17/483 | 11/432 | Gauge cuter/diameter (mm) | 19/483 | 9/483 | 8/432 | Maximum cutterhead spacing (mm) | 86 | 83 | 89 | Cutterhead speed (r·min-1) | 0~10.3 | 0~8.7 | 0~15.8 | Cutterhead power (kW) | 1800 | 2100 | 1200 | Maximum cutterhead thrust (kN) | 22160 | 11900 | 8972 | Rating torque (kN·m) | 3458 | 4210 | 1386 | Breakaway torque (kN·m) | 5878 | 6940 | 2287 | Maximum tunneling speed (mm·min-1) | 120 | 120 | 120 |
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