Research Article
Predicting Strength Properties of High-Performance Concrete Modified with Natural Aggregates and Ferroslag under Varied Curing Conditions
Table 13
Analysis of variance (ANOVA) of
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| Source | DF | F value | value |
| Model | 9 | 3.86 | 0.023 | Linear | 3 | 6.29 | 0.011 | NA | 1 | 6.69 | 0.027 | FS | 1 | 1.27 | 0.285 | CD | 1 | 10.90 | 0.003 | Square | 3 | 2.49 | 0.120 | NA2 | 1 | 2.67 | 0.134 | FS2 | 1 | 0.82 | 0.387 | CD2 | 1 | 3.34 | 0.098 | 2-way interaction | 3 | 2.81 | 0.094 | NA FS | 1 | 1.79 | 0.211 | NA CD | 1 | 6.51 | 0.029 | FS CD | 1 | 0.13 | 0.723 | Error | 10 | 0 | 0 | Lack of fit | 5 | 1.23 | 0.413 |
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