Research Article
The Effect of Accelerators and Mix Constituents on the High Early Strength Concrete Properties
Table 1
Mixture proportions of various concrete mixes.
| Mix Id | W/C ratio | F/C ratio | C/TA ratio | Flyash % | Fibres % | Accelerator | Cement | Fine aggregate | Coarse aggregate | water | Kg/m3 | Kg/m3 | Kg/m3 | Kg/m3 |
| M1A1 | 0.3 | 0.6 | 0.26 | 25 | 0.5 | 1 | 473 | 672 | 1113 | 142 | M1A2 | 0.3 | 0.6 | 0.26 | 50 | 0.5 | 1 | 473 | 672 | 1113 | 142 | M1A3 | 0.3 | 0.6 | 0.26 | 25 | 1.5 | 1 | 473 | 672 | 1113 | 142 | M1A4 | 0.3 | 0.6 | 0.26 | 50 | 1.5 | 1 | 473 | 672 | 1113 | 142 | M2B1 | 0.3 | 0.8 | 0.24 | 25 | 0.5 | 1 | 433 | 815 | 1019 | 130 | M2B2 | 0.3 | 0.8 | 0.24 | 50 | 0.5 | 1 | 433 | 815 | 1019 | 130 | M2B3 | 0.3 | 0.8 | 0.24 | 25 | 1.5 | 1 | 433 | 815 | 1019 | 130 | M2B4 | 0.3 | 0.8 | 0.24 | 50 | 1.5 | 1 | 433 | 815 | 1019 | 130 | M3C1 | 0.4 | 0.6 | 0.26 | 25 | 0.5 | 1 | 473 | 672 | 1113 | 142 | M3C2 | 0.4 | 0.6 | 0.26 | 50 | 0.5 | 1 | 473 | 672 | 1113 | 142 | M3C3 | 0.4 | 0.6 | 0.26 | 25 | 1.5 | 1 | 473 | 672 | 1113 | 142 | M3C4 | 0.4 | 0.6 | 0.26 | 50 | 1.5 | 1 | 473 | 672 | 1113 | 142 | M4D1 | 0.4 | 0.8 | 0.24 | 25 | 0.5 | 1 | 433 | 815 | 1019 | 130 | M4D2 | 0.4 | 0.8 | 0.24 | 50 | 0.5 | 1 | 433 | 815 | 1019 | 130 | M4D3 | 0.4 | 0.8 | 0.24 | 25 | 1.5 | 1 | 433 | 815 | 1019 | 130 | M4D4 | 0.4 | 0.8 | 0.24 | 50 | 1.5 | 1 | 433 | 815 | 1019 | 130 |
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