Table 9 Analysis of variance with regression model of different response surfaces.

From: Study on strength characteristics and thickening characteristics of classified-fine cemented backfill in gold mine

 

Source

Quadratic sum

Degree of freedom

Mean square

F value

P value

3-day compressive strength

model

8.02

5

1.60

49.43

0.0044

A

5.59

1

5.59

172.04

0.0010

B

1.14

1

1.14

35.16

0.0096

AB

0.5693

1

0.5693

17.53

0.0248

A2

0.6825

1

0.6825

21.02

0.0195

B2

0.0457

1

0.0457

1.41

0.3208

7-day compressive strength

model

14.72

5

2.94

169.47

0.0007

A

12.12

1

12.12

697.73

0.0001

B

1.61

1

1.61

92.81

0.0024

AB

0.5077

1

0.5077

29.23

0.0124

A2

0.4560

1

0.4560

26.26

0.0144

B2

0.0233

1

0.0233

1.34

0.3304

28-day compressive strength

model

19.4

5

4.85

110.18

0.0002

A

16.57

1

16.57

376.50

< 0.0001

B

2.09

1

2.09

47.46

0.0023

AB

0.3528

1

0.3528

8.02

0.0473

A2

0.3851

1

0.3851

8.75

0.0416

B2

0.0819

1

0.0819

2.61

0.2047