Research Article
The Propagation Behavior of Hydraulic Fracture in Rock Mass with Cemented Joints
Table 3
The values of parameters.
| Parameter | Value | Parameter | Value |
| Inherent shear strength, | 2 MPa | Coefficient of friction, | 0.2 | Maximum principle stress, | 20 MPa | Tensile strength of cemented joint, | 2 MPa | Minimum principle stress, | 12 MPa |
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