Research Article
Failure Mechanism and Stability Control of Surrounding Rock of Docking Roadway under Multiple Dynamic Pressures in Extrathick Coal Seam
Table 1
Rock mechanics parameters of the computation model.
| Lithology | Bulk modulus (GPa) | Shear modulus of elasticity (GPa) | Density (kg/m-3) | Cohesion (MPa) | The angle of internal friction (°) | Tensile strength (MPa) |
| Fine-grained sandstone | 5.4 | 3.1 | 3270 | 9.0 | 34 | 2.67 | Sand shale | 2.5 | 2.0 | 3180 | 3.5 | 28 | 1.51 | Coal shale | 2.5 | 2.5 | 3180 | 4.6 | 32 | 1.80 | Coal | 2.2 | 1.5 | 2800 | 2.5 | 26 | 1.22 | Marl | 4.3 | 2.0 | 3270 | 4.0 | 30 | 1.40 | Siltstone | 4.5 | 3.2 | 3570 | 12.0 | 32 | 2.32 |
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