Research Article
Mechanism of Hydraulic Fracturing Cutting Hard Basic Roof to Prevent Rockburst
Table 1
Main parameters of geological conditions and technical conditions.
| Name of parameters | Symbols | Unit | Value |
| Maximum in situ horizontal stress | σH | MPa | 200 | Maximum in situ horizontal stress | σh | MPa | 215 | Vertical in situ stress | | MPa | 250 | Buried depth | H | m | 1000 | Main roof tensile strength | σt | MPa | 2 | Poisson’s ratio of the main roof rock mass formation | μ | Dimensionless | 0.2 | Internal friction angle | φ | ° | 42 | Elasticity modulus | E | GPa | 2.58 | Stress concentration coefficient | K | Dimensionless | 2.5 | Average formation volume force | γ | N/m3 | 25000 | Density of the main roof rock mass | ρ | Kg/m3 | 2630 |
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