Research Article
Numerical Simulation on the Basic Rules of Multihole Linear Codirectional Hydraulic Fracturing
Table 1
Parameters used in this numerical simulation.
| Name of parameter | Value and unit | Name of parameter | Value and unit |
| Tension strength | 1.64 MPa | Internal friction angle | 31.2° | Elastic modulus | 0.72 MPa | Residual strength | 0.1% | Proportion of tensile strength and compressive strength | 3.8 | Pore water coefficient | 0.1 | Permeability coefficient | 0.0006 m/d | Maximum compression strain coefficient | 200 | Maximum tension strain coefficient | 1.5 | Angle between the line of the borehole’s core and direction of maximum principle stress | 15° | Initial water pressure | 0 MPa | Increased water pressure for each step | 0.2 MPa | Horizontal principal stress | 6 MPa | Vertical principal stress | 4 MPa |
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