Geofluids / 2019 / Article / Tab 4

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 1Factor 2Factor 3Response 1
R1

182.40.314.62
2820.57.79
3820.310.91
46.420.314.13
581.60.37.55
68.951372.237840.4189219.86
7820.310.91
8820.310.91
9820.113.74
107.048632.237840.18107917.16
11820.310.91
127.048631.762160.18107912.22
139.620.38.92
147.048632.237840.41892113.06
158.951372.237840.18107912.97
168.951371.762160.4189216.26
178.951371.762160.1810799.41
187.048631.762160.4189218.10
19820.310.91
20820.310.91

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