Research Article
Failure Characteristics and Confined Permeability of an Inclined Coal Seam Floor in Fluid-Solid Coupling
Table 2
Physical and mechanical parameters of the 1066 inclined coal seam workface floor strata after changing.
| Number | Lithology | Thickness (m) | Density (kg·m−3) | Bulk modulus (GPa) | Shear modulus (GPa) | Tensile strength (MPa) | Cohesion (MPa) | Internal friction angle (°) | Permeability coefficient (m·s−1) | Porosity |
| 6 | 10-coal | 3.4 | 1400 | 1.43 | 1.09 | 0.03 | 1.00 | 25 | 1e − 12 | 0.15 | 7 | Siltstone | 6.0 | 2650 | 4.54 | 4.30 | 1.10 | 4.90 | 40 | 7e − 12 | 0.13 | 8 | Fine sandstone | 9.0 | 2650 | 3.38 | 3.32 | 1.00 | 3.10 | 38 | 5e − 12 | 0.13 | 9 | Sand mudstone | 6.5 | 2600 | 1.73 | 1.09 | 0.60 | 2.60 | 25 | 0.6e − 11 | 0.09 | 10 | Medium sandstone | 12.0 | 2650 | 2.78 | 2.63 | 0.75 | 3.50 | 41 | 0.8e − 11 | 0.12 | 11 | Sand mudstone | 9.0 | 2600 | 1.73 | 1.09 | 0.45 | 2.90 | 25 | 0.6e − 13 | 0.09 | 12 | Medium sandstone | 3.0 | 2650 | 2.78 | 2.63 | 0.75 | 3.50 | 41 | 0.8e − 11 | 0.12 | 13 | Siltstone | 5.5 | 2650 | 4.54 | 4.30 | 1.00 | 4.40 | 40 | 0.5e − 11 | 0.14 | 14 | Medium sandstone | 2.0 | 2650 | 2.78 | 2.63 | 0.75 | 3.50 | 41 | 0.8e − 11 | 0.12 | 15 | Aquifer | 90.0 | 2500 | 4.20 | 3.12 | 1.40 | 3.20 | 38 | 1e − 10 | 0.31 |
|
|