Table 2 Orthogonal test results range analysis calculation table.

From: Cyclic drying and wetting tests on combined remediation of chromium-contaminated soil by calcium polysulfide, synthetic zeolite and cement

 

A/Times

B/%

C/%

Unconfined compressive strength

\(\overline{{K_{11} }}\)

9.47

9.34

7.34

\(\overline{{K_{12} }}\)

9.71

9.57

9.24

\(\overline{{K_{13} }}\)

9.59

9.86

12.19

R1

0.24

0.52

4.85

Total chromium leaching concentration

\(\overline{{K_{21} }}\)

2.24

2.51

2.72

\(\overline{{K_{22} }}\)

1.57

1.67

1.50

\(\overline{{K_{23} }}\)

1.53

1.16

1.12

R2

0.71

1.35

1.60

Chromium hexavalent leaching concentration

\(\overline{{K_{31} }}\)

0.29

0.18

0.19

\(\overline{{K_{32} }}\)

0.06

0.11

0.11

\(\overline{{K_{33} }}\)

0.02

0.09

0.07

R3

0.27

0.09

0.12