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 1 | Factor 2 | Response 1 | | | R1 |
| 1 | 6.86863 | 2.28284 | 35 | 2 | 8 | 2 | 30 | 3 | 8 | 2 | 30 | 4 | 9.6 | 2 | 27 | 5 | 8 | 2 | 30 | 6 | 8 | 1.6 | 27 | 7 | 8 | 2 | 30 | 8 | 8 | 2.4 | 33 | 9 | 9.13137 | 2.28284 | 30 | 10 | 9.13137 | 1.71716 | 26 | 11 | 6.86863 | 1.71716 | 30 | 12 | 6.4 | 2 | 34 | 13 | 8 | 2 | 30 |
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