Table 4 Design mix proportion of geopolymer concrete (Kg/m3).
Design mix | |||||||
---|---|---|---|---|---|---|---|
Materials | R0C0 | R30C0 | R30C20 | R30C40 | R30C60 | R30C80 | R30C100 |
FA | 336 | 336 | 336 | 336 | 336 | 336 | 336 |
GGBS | 84 | 84 | 84 | 84 | 84 | 84 | 84 |
NFA | 580 | 580 | 464 | 348 | 232 | 116 | 0 |
NCA | 1190 | 833 | 833 | 833 | 833 | 833 | 833 |
RCA | 0 | 357 | 357 | 357 | 357 | 357 | 357 |
CS | 0 | 0 | 116 | 232 | 348 | 464 | 580 |
NaOH | 180 | 180 | 180 | 180 | 180 | 180 | 180 |
Superplasticizers | 2.95 | 2.95 | 2.95 | 2.95 | 2.95 | 2.95 | 2.95 |