Table 10.
Technical parameters of grouting reinforcement.
| Categorization | Sports event | Parameters |
|---|---|---|
| Drilled hole | Diameter of hole | 42 mm |
| Pitch of hole | The outdoor holes are around 1.2 to 2.0 m from the outer wall and aligned with the shear walls on the axis. Indoor holes are placed along the periphery of the platform pile foundation, with densification in areas with more settlement. The configuration is subject to change dependent on conditions faced on-site | |
| Depth of hole | Zones 1 and 2 have a drilling depth of 22.9 m, whereas Zone 3 is 26.4 m, extending 1.0 m into the discontinuous weathered granite; these dimensions are subject to modification based on actual field conditions | |
| Grouting | Slurry ratio | Adjust the actual situation on site |
| Stresses | Lifting pressure about 0.3 ~ 3.0 MPa (adjusted according to the actual situation of the site) | |
| Slurry setting speed | About 10 s ~ 90 s | |
| Slurry spreading radius | The diffusion radius of the slurry is not less than 2.5 m | |
| Slurry Entry Rate | Slurry feed rate not less than 25% |