Research Article
Predicting Strength Properties of High-Performance Concrete Modified with Natural Aggregates and Ferroslag under Varied Curing Conditions
Table 14
Analysis of variance (ANOVA) of
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| | Source | DF | F value | value |
| | Model | 9 | 3.56 | 0.030 | | Linear | 3 | 6.31 | 0.011 | | NA | 1 | 3.57 | 0.088 | | FS | 1 | 1.43 | 0.259 | | CD | 1 | 13.94 | 0.004 | | Square | 3 | 4.23 | 0.036 | | NA2 | 1 | 12.41 | 0.004 | | FS2 | 1 | 0.53 | 0.484 | | CD2 | 1 | 0.00 | 0.978 | | 2-way interaction | 3 | 0.15 | 0.928 | | NA FS | 1 | 0.01 | 0.928 | | NA CD | 1 | 0.02 | 0.881 | | FS CD | 1 | 0.42 | 0.534 | | Error | 10 | 0 | 0 | | Lack of fit | 5 | 2.98 | 0.128 |
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