Research Article
Predicting Strength Properties of High-Performance Concrete Modified with Natural Aggregates and Ferroslag under Varied Curing Conditions
Table 12
Analysis of variance (ANOVA) of
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| | Source | DF | F value | value |
| | Model | 9 | 1.26 | 0.362 | | Linear | 3 | 1.91 | 0.192 | | NA | 1 | 5.45 | 0.004 | | FS | 1 | 0.16 | 0.697 | | CD | 1 | 0.13 | 0.727 | | Square | 3 | 0.95 | 0.455 | | NA2 | 1 | 0.40 | 0.543 | | FS2 | 1 | 1.12 | 0.315 | | CD2 | 1 | 1.80 | 0.209 | | 2-way interaction | 3 | 0.91 | 0.469 | | NA FS | 1 | 1.49 | 0.250 | | NA CD | 1 | 0.54 | 0.481 | | FS CD | 1 | 0.71 | 0.418 | | Error | 10 | 0 | 0 | | Lack of fit | 5 | 15.63 | 0.005 |
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