Table 10 ANOVA results for compressive strength at 14 days.

From: Modeling and optimization of sustainable ternary concrete incorporating rice husk ash and extracted micro silica

ANOVA for the Quadratic Model

Source

Sum of Squares

df

Mean square

F-value

p-value

Remarks

Model

239.31

5

53.24

97.85

< 0.0001

significant

A- EMS Dosages

56.27

1

78.49

79.76

< 0.0001

significant

B- RHA Dosages

1.54

1

1.54

5.97

0.1506

not significant

AB

1.73

1

1.73

2.84

0.1294

not significant

A2

1.36

1

1.36

1.61

0.1767

not significant

B2

4.98

1

4.98

9.30

0.0131

significant

Lack of fit

0.51

6

0.08

0.12

0.9927

not significant

Fit Statistics

R2 0.92 Remarks: The quadratic Model is significant to proceed with the design.

Adjusted R2 0.91

Predicted R2 0.88

Adeq. Precision 23.79.