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