Research Article
Mechanism and Control of Water–Rock Coupling-Induced Disaster when Mining below the Unconsolidated Confined Aquifer
Table 2
Mechanical parameters of the joint.
| Lithology | (GPa) | (GPa) | (MPa) | (°) |
| Middle water-resisting layer | 3.5 | 1.8 | 0.12 | 8 | Lower confined aquifer | 2.0 | 1.2 | 0.08 | 5 | Lower water-resisting layer | 3.5 | 1.8 | 0.12 | 8 | Overlying strata | 4.0 | 2.0 | 0.20 | 8 | Main roof | 11.0 | 6.1 | 0.78 | 15 | Coal seam | 5.0 | 3.7 | 0.25 | 10 | Immediate floor | 7.5 | 4.4 | 0.46 | 12 | Main floor | 11.0 | 6.1 | 0.78 | 15 | Underlying strata | 14.0 | 8.7 | 0.65 | 18 |
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: normal stiffness; : shear stiffness; : cohesion of joint; and : friction angle of joint. |