Table 4.
Mix design of geopolymer concrete.
Mix | Activator to Binder Ratio (A/B) | Binder Content (kg/m3) | Cement (kg/m3) | Bagasse Ash (kg/m3) | Coarse Aggregate (kg/m3) | Fine Aggregate (kg/m3) | Activator Content (kg/m3) | NaOH (kg/m3) | KOH (kg/m3) |
---|---|---|---|---|---|---|---|---|---|
GxN0xk100 | 0.5 | 410 | 328 | 82 | 990 | 735 | 222 | 0 | 222 |
GxN20xk80 | 0.5 | 410 | 328 | 82 | 990 | 735 | 222 | 44.4 | 177.6 |
GxN40xk60 | 0.5 | 410 | 328 | 82 | 990 | 735 | 222 | 88.8 | 133.2 |
GxN60xk40 | 0.5 | 410 | 328 | 82 | 990 | 735 | 222 | 133.2 | 88.8 |
GxN80xk20 | 0.5 | 410 | 328 | 82 | 990 | 735 | 222 | 177.6 | 44.4 |
GxN100xk0 | 0.5 | 410 | 328 | 82 | 990 | 735 | 222 | 222 | 0 |