Table 13 The consistency test results of each evaluation index.

From: Study on the mechanical mechanism and control optimization of station subsurface excavation by pile-beam-arch method

Evaluation index

B1

B2

B3

B4

B5

B6

A

λmax

5.164

5.051

5.148

5.203

5.181

5.172

6.055

CI

0.041

0.012

0.037

0.051

0.045

0.043

0.011

RI

1.120

1.120

1.120

1.120

1.120

1.120

1.24

CR

0.037

0.011

0.033

0.045

0.040

0.038

0.009

Consistency ratio standard

< 0.1

< 0.1

< 0.1

< 0.1

< 0.1

< 0.1

< 0.1

Result

符合

符合

符合

符合

符合

符合

符合