Table 4.
Analysis of tunnel deformation and rock characteristics.
|
|
|
|
Tunnel | Rock type | Observations |
|---|---|---|---|---|---|---|
| 6.0 | 150.0 | 0.400 | 26.19 | Khara hydroproject | Clay conglomerate | Mild squeezing |
| 4.8 | 225.0 | 3.600 | 1000.00 | Maneri stage I | Fractured quartzite | Mild squeezing |
| 4.8 | 550.0 | 5.100 | 1600.00 | Maneri-Bhali hydroproject | Foliated metabasics | Severe squeezing |
| 12.0 | 220.0 | 0.800 | 32.89 | Maneri-Uttarkashi power | Argillaceous phyllite | Moderate squeezing |
| 13.0 | 52.0 | 15.000 | 16.67 | Tehri dam project | Banded schists | Moderate squeezing |
| 3.0 | 280.0 | 0.050 | 9.80 | Upper Krishna project | Crushed red shales | Severe squeezing |
| 3.0 | 280.0 | 0.022 | 5.96 | Chibro-Khodri tunnel | Soft and plastic black | Severe squeezing |



