Research Article
Prediction of Concrete Compressive Strength and Slump by Machine Learning Methods
Table 2
Basic statistic of used datasets.
| Data | Attribute | Abbreviation | Unit | Min | Max | μ | σ | |
| D112 | Water/cement | W/C | % | 54.95 | 59.88 | 57.38 | 2.07 | 4.29 | Cement content | C | Kg | 330.00 | 345.00 | 337.72 | 6.31 | 39.76 | Compressive strength of cement | fcc | MPa | 34.40 | 55.10 | 44.75 | 9.09 | 82.69 | Fine aggregate | FA | % | 65.00 | 68.00 | 66.47 | 1.27 | 1.62 | Fineness module | kk | — | 5.60 | 5.80 | 5.70 | 0.07 | 0.01 | Chemical admixture | CA | % | 1.20 | 1.40 | 1.30 | 0.08 | 0.01 | Concrete compressive strength | fc | MPa | 19.86 | 44.19 | 33.30 | 6.91 | 47.81 | Slump value | S | cm | 1.20 | 23.20 | 12.35 | 7.06 | 49.85 | Type of aggregate | TA | — | 0: limestone, 1: basalt | | | | |
| D224 | Water/cement | W/C | % | 50.00 | 54.95 | 52.60 | 2.11 | 4.46 | Cement content | C | kg | 330.00 | 345.0 | 337.63 | 6.49 | 42.14 | Compressive strength of cement | fcc | MPa | 34.40 | 55.10 | 45.12 | 9.25 | 85.56 | Fine aggregate | FA | % | 48.00 | 54.00 | 51.00 | 2.36 | 5.56 | Fineness module | kk | — | 6.60 | 6.80 | 6.70 | 0.09 | 0.01 | Chemical admixture | CA | % | 1.20 | 1.40 | 1.230 | 0.09 | 0.01 | Concrete compressive strength | fc | MPa | 26.59 | 53.87 | 40.38 | 8.12 | 65.92 | Slump value | S | cm | 2.60 | 21.70 | 13.33 | 6.56 | 43.00 | Type of aggregate | TA | — | 0: limestone, 1: basalt | | | | |
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μ: mean, σ: standard deviation, and σ2: variance.
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