Research Article
Influence of Steatite and Fly Ash on the Fresh-Hardened Properties and Micromorphology of Self-Compacting Concrete
Table 2
Mix proportions developed to achieve SCC.
| | Mix ID | Cement (kg/m3) | Fly ash (kg/m3) | Steatite (kg/m3) | Water (lit/m3) | SP (kg/m3) | VMA (kg/m3) | FA (kg/m3) | CA (kg/m3) |
| | SCC0FA10 | 477 | 53 | 0 | 227.9 | 10.6 | 2.12 | 805.6 | 784.4 | | SCC5FA10 | 477 | 53 | 26.5 | 239.3 | 11.13 | 2.22 | 805.6 | 784.4 | | SCC10FA10 | 477 | 53 | 53 | 250.7 | 11.66 | 2.33 | 805.6 | 784.4 | | SCC15FA10 | 477 | 53 | 79.5 | 262 | 12.19 | 2.44 | 805.6 | 784.4 | | SCC20FA10 | 477 | 53 | 106 | 273.5 | 12.72 | 2.54 | 805.6 | 784.4 | | SCC25FA10 | 477 | 53 | 129.5 | 283.6 | 13.19 | 2.64 | 805.6 | 784.4 | | SCC0FA20 | 424 | 106 | 0 | 227.9 | 10.6 | 2.12 | 805.6 | 784.4 | | SCC5FA20 | 424 | 106 | 26.5 | 239.3 | 11.13 | 2.22 | 805.6 | 784.4 | | SCC10FA20 | 424 | 106 | 53 | 250.7 | 11.66 | 2.33 | 805.6 | 784.4 | | SCC15FA20 | 424 | 106 | 79.5 | 262 | 12.19 | 2.44 | 805.6 | 784.4 | | SCC20FA20 | 424 | 106 | 106 | 273.5 | 12.72 | 2.54 | 805.6 | 784.4 | | SCC25FA20 | 424 | 106 | 129.5 | 283.6 | 13.19 | 2.64 | 805.6 | 784.4 |
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