Research Article
Water Inrush from Pregrouting Fractures Induced by Mining Activities and Its Engineering Control Method Optimization
Table 1
Mechanical parameters of rock and floor rock masses.
| Rock strata | Poisson’s ratio | Elastic modulus (GPa) | Internal friction angle (°) | Cohesive force (MPa) | Tensile strength (MPa) |
| Coal seam | 0.25 | 4.0 | 21 | 1.3 | 1.3 | Mudstone | 0.25 | 10.0 | 31 | 8.5 | 1.4 | Limestone | 0.30 | 47.0 | 38 | 36 | 5.3 | Sandy mudstone | 0.27 | 30.0 | 35 | 8.2 | 2.1 | Fine-grained sandstone | 0.40 | 17.2 | 33 | 7.0 | 1.6 | Medium-grained sandstone | 0.26 | 28.5 | 35 | 8.5 | 1.7 | Coarse-grained sandstone | 0.24 | 23.0 | 36 | 6.5 | 1.5 | Roof rock | 0.24 | 26.0 | 33 | 8.2 | 1.4 | Floor rock strata | 0.30 | 50.0 | 39 | 3.6 | 5.3 |
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