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