Research Article
Strength and Microstructural Investigation of Quaternary Blended High-Strength Concrete
Table 2
Concrete mix combinations for C-50 used in the present investigation.
| Mix | Mix no. | Weight of constituents in (kg) of concrete C-50 | OPC | GGBS | WCP | LP | SP (ml) | Water | FA | CA | W/B |
| 100% OPC | M0 | 20 | — | — | — | 60 | 7.7 | 20.5 | 37.5 | 0.37 | 70% OPC + 10% GGBS + 15% WCP + 5% LP | M1 | 14 | 2 | 3 | 1 | 60 | 7.7 | 20.5 | 37.5 | 0.37 | 60% OPC + 20% GGBS + 15% WCP + 5% LP | M2 | 12 | 4 | 3 | 1 | 60 | 7.7 | 20.5 | 37.5 | 0.37 | 50%OPC + 30% GGBS + 10% WCP + 10% LP | M3 | 10 | 6 | 2 | 2 | 60 | 7.7 | 20.5 | 37.5 | 0.37 | 40% OPC + 40% GGBS + 10% WCP + 10% LP | M4 | 8 | 8 | 2 | 2 | 60 | 7.7 | 20.5 | 37.5 | 0.37 |
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