Table 2.
Analysis of TST advance forecast results.
| Chainage mileage | Length (m) | Wave velocity of rock mass (m/s) | Grade of surrounding rock | Forecast results |
|---|---|---|---|---|
| K2 + 022 ~ K2 + 032 | 10 | 3800 | IV | Affected by unloading, the integrity of surrounding rock is poor, relatively broken, and joints are relatively developed |
| K2 + 032 ~ K2 + 052 | 20 | 4400 | III | The surrounding rock has good integrity, slightly developed joint fissures and no obvious adverse geological phenomena |
| K2 + 052 ~ K2 + 122 | 70 | 3900–4100 | IV | There are many weak structural planes developed and distributed. The surrounding rock is poor in integrity, with fault fracture zone and rich in groundwater |