Research Article
The Propagation Behavior of Hydraulic Fracture in Rock Mass with Cemented Joints
Table 4
Design of experiment and response value for the L-M boundary.
| No. | Factor 1 | Factor 2 | Factor 3 | Response 1 | | | | R1 |
| 1 | 8 | 2.4 | 0.3 | 14.62 | 2 | 8 | 2 | 0.5 | 7.79 | 3 | 8 | 2 | 0.3 | 10.91 | 4 | 6.4 | 2 | 0.3 | 14.13 | 5 | 8 | 1.6 | 0.3 | 7.55 | 6 | 8.95137 | 2.23784 | 0.418921 | 9.86 | 7 | 8 | 2 | 0.3 | 10.91 | 8 | 8 | 2 | 0.3 | 10.91 | 9 | 8 | 2 | 0.1 | 13.74 | 10 | 7.04863 | 2.23784 | 0.181079 | 17.16 | 11 | 8 | 2 | 0.3 | 10.91 | 12 | 7.04863 | 1.76216 | 0.181079 | 12.22 | 13 | 9.6 | 2 | 0.3 | 8.92 | 14 | 7.04863 | 2.23784 | 0.418921 | 13.06 | 15 | 8.95137 | 2.23784 | 0.181079 | 12.97 | 16 | 8.95137 | 1.76216 | 0.418921 | 6.26 | 17 | 8.95137 | 1.76216 | 0.181079 | 9.41 | 18 | 7.04863 | 1.76216 | 0.418921 | 8.10 | 19 | 8 | 2 | 0.3 | 10.91 | 20 | 8 | 2 | 0.3 | 10.91 |
|
|