Geofluids / 2019 / Article / Tab 5

Research Article

The Propagation Behavior of Hydraulic Fracture in Rock Mass with Cemented Joints

Table 5

Design of experiment and response value for the M-H boundary.

No.Factor 1Factor 2Response 1
R1

16.868632.2828435
28230
38230
49.6227
58230
681.627
78230
882.433
99.131372.2828430
109.131371.7171626
116.868631.7171630
126.4234
138230

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