Research Article
Deformation Mechanism and Support Technology of Deep and High-Stress Soft Rock Roadway
Table 6
Scheme on isotropic experiment design.
| Schemes | Depth below surface (m) | Lithology | Bolt strength (KN) | Shotcrete thickness (mm) |
| 1 | 400 | Mudstone | 50 | 0 | 2 | 400 | Sandy mudstone | 100 | 50 | 3 | 400 | Argillaceous sandstone | 150 | 100 | 4 | 400 | Sandstone | 200 | 150 | 5 | 600 | Mudstone | 100 | 150 | 6 | 600 | Sandy mudstone | 150 | 0 | 7 | 600 | Argillaceous sandstone | 200 | 50 | 8 | 600 | Sandstone | 50 | 100 | 9 | 800 | Mudstone | 150 | 100 | 10 | 800 | Sandy mudstone | 200 | 150 | 11 | 800 | Argillaceous sandstone | 50 | 0 | 12 | 800 | Sandstone | 100 | 50 | 13 | 1000 | Mudstone | 200 | 50 | 14 | 1000 | Sandy mudstone | 50 | 100 | 15 | 1000 | Argillaceous sandstone | 100 | 150 | 16 | 1000 | Sandstone | 150 | 0 |
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