Research Article
Estimating Strain Changes in Concrete during Curing Using Regression and Artificial Neural Network
Table 3
Characteristics of experimental specimens for set I.
| | Specimen no. | w/c | W (kg) | Cement (kg) | Diameter (cm) | Height (cm) | Aggregate (kg) |
| | 1 | 0.50 | 7.0 | 14.0 | 46 | 48 | 91.458 | | 2 | 0.50 | 7.0 | 14.0 | 30 | 48 | 91.458 | | 3 | 0.50 | 7.0 | 14.0 | 20 | 48 | 91.458 | | 4 | 0.67 | 5.16 | 7.7 | 30 | 48 | 44.000 | | 5 | 0.50 | 7.0 | 14 | 30 | 25 | 87.772 | | 6 | 0.50 | 7.0 | 14 | 20 | 25 | 87.772 |
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