Research Article
Simultaneous Operations of Pregrouting and Shaft Drilling in Shaft Construction
Table 1
Designed parameters of shafts.
| Parameter | Main shaft | Auxiliary shaft | Ventilating shaft | Waste shaft |
| Designed excavated diameter | 7.3 m | 9.4 m | 8.5 m | 7.7 m |
| Designed effective diameter | 6.4 m | 8.3 m | 7.5 m | 5.2 m |
| Depth of the bottom | 993 m | 1015 m | 893 m | 1068 m |
| Material of the shaft wall | Reinforced concrete for upper alluvium, plain concrete for the bedrock |
| Thickness of shaft wall in the bedrock | 0.4 m |
| Designed mining level 1 | −962 m |
| Designed mining level 2 | −1150 m |
| Selected special sinking method | Freezing + pregrouting | Freezing + pregrouting | Freezing + pregrouting | Drilling + pregrouting |
|
|