Research Article
Evolution Mechanism and Control of Floor Heave in the Deep Roadway with Retained Bottom Coal
Table 1
Physical and mechanical properties of the surrounding rock.
| Stratum lithology | The average thickness (m) | Bulk modulus (GPa) | Shear modulus (GPa) | Tensile strength (MPa) | Cohesion (MPa) | Frictional angle (°) |
| Compound roof | 18.5 | 13.6 | 3.7 | 3.5 | 12.1 | 27 | Siltstone | 3.7 | 10.3 | 3.1 | 3.7 | 9.2 | 26 | Mudstone | 2.3 | 7.9 | 2.1 | 1.1 | 3.2 | 23 | Siltstone | 2.9 | 16.2 | 5.3 | 3.3 | 7.2 | 26 | Medium sandstone | 2.3 | 13.2 | 3.7 | 5.2 | 13.1 | 29 | No. 2 coal | 5.1 | 3.7 | 1.3 | 0.6 | 2.3 | 27 | Sandy mudstone | 5.7 | 8.8 | 3.6 | 2.5 | 3.2 | 21 | No. 4 coal | 0.9 | 3.7 | 1.3 | 0.6 | 2.3 | 27 | Siltstone | 1.9 | 12.7 | 3.1 | 3.2 | 6.7 | 26 | Fine-grained sandstone | 3.3 | 12.9 | 2.6 | 2.1 | 3.3 | 23 | Compound floor | 18.0 | 9.7 | 2.6 | 2.7 | 3.1 | 27 |
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