Research Article
Mechanism and Control of Water–Rock Coupling-Induced Disaster when Mining below the Unconsolidated Confined Aquifer
Table 1
Physical mechanical parameters of the block.
| Lithology | (m) | (kg/m−3) | (GPa) | (GPa) | (MPa) | (°) |
| Middle water-resisting layer | 50 | 1800 | 2.70 | 1.30 | 0.50 | 15 | Lower confined aquifer | 18 | 2000 | 1.20 | 0.60 | 0.20 | 10 | Lower water-resisting layer | 27 | 1800 | 2.70 | 1.30 | 0.50 | 15 | Overlying strata | 20 | 2550 | 7.35 | 4.63 | 3.04 | 42 | Main roof | 8 | 2650 | 16.04 | 5.62 | 3.47 | 43 | Coal seam | 4 | 1400 | 1.90 | 0.93 | 0.80 | 27 | Immediate floor | 3 | 2500 | 3.94 | 2.60 | 1.68 | 30 | Main floor | 5 | 2600 | 7.94 | 6.31 | 2.93 | 35 | Underlying strata | 15 | 2600 | 10.92 | 3.72 | 2.10 | 43 |
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: thickness; : density; : bulk modulus; : shear modulus; : cohesion; and : friction angle. |