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