Table 4 Mixing proportions of the geopolymer-reinforced composite beam (kg/m3).
Types of composite | Mixing materials and their proportions | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
Cement | Na2CO3 | Hydrated lime | Fine Aggregate | Coarse Aggregate | Ag-PM-WCFNT | CQD | GGBFS | Water | PCEP-BSP | |
Reference | 450 | 0 | 0 | 1050 | 730 | 0 | 0 | 0 | 225 | 0 |
GR-CB1 | 0 | 207.2 | 85.3 | 1050 | 730 | 0 | 11.2 | 157.5 | 225 | 7 |
GR-CB2 | 0 | 159.4 | 133.1 | 1050 | 730 | 0 | 11.2 | 225 | 225 | 7.3 |
GR-CB3 | 0 | 111.5 | 181 | 1050 | 730 | 0 | 11.2 | 292.5 | 225 | 3.5 |
GR-CB4 | 0 | 63.7 | 228.8 | 1050 | 730 | 0 | 11.2 | 360 | 225 | 6.2 |
GR-CB5 | 0 | 31.8 | 260.7 | 1050 | 730 | 0 | 11.2 | 405 | 225 | 6.5 |
GR-CB6 | 0 | 207.2 | 85.3 | 1050 | 730 | 2.25 | 11.2 | 157.5 | 225 | 6.8 |
GR-CB7 | 0 | 159.4 | 133.1 | 1050 | 730 | 2.25 | 11.2 | 225 | 225 | 3.5 |
GR-CB8 | 0 | 111.5 | 181 | 1050 | 730 | 2.25 | 11.2 | 292.5 | 225 | 7.3 |
GR-CB9 | 0 | 63.7 | 228.8 | 1050 | 730 | 2.25 | 11.2 | 360 | 225 | 7.5 |
GR-CB10 | 0 | 31.8 | 260.7 | 1050 | 730 | 2.25 | 11.2 | 405 | 225 | 7.5 |
GR-CB11 | 0 | 207.2 | 85.3 | 1050 | 730 | 3.15 | 11.2 | 157.5 | 225 | 4 |
GR-CB12 | 0 | 159.4 | 133.1 | 1050 | 730 | 3.15 | 11.2 | 225 | 225 | 7.5 |
GR-CB13 | 0 | 111.5 | 181 | 1050 | 730 | 3.15 | 11.2 | 292.5 | 225 | 7.5 |
GR-CB14 | 0 | 63.7 | 228.8 | 1050 | 730 | 3.15 | 11.2 | 360 | 225 | 7.5 |
GR-CB15 | 0 | 31.8 | 260.7 | 1050 | 730 | 3.15 | 11.2 | 405 | 225 | 4 |
GR-CB16 | 0 | 207.2 | 85.3 | 1050 | 730 | 4.45 | 11.2 | 157.5 | 225 | 7.5 |
GR-CB17 | 0 | 159.4 | 133.1 | 1050 | 730 | 4.45 | 11.2 | 225 | 225 | 7.5 |
GR-CB18 | 0 | 111.5 | 181 | 1050 | 730 | 4.45 | 11.2 | 292.5 | 225 | 7.5 |
GR-CB19 | 0 | 63.7 | 228.8 | 1050 | 730 | 4.45 | 11.2 | 360 | 225 | 4 |
GR-CB20 | 0 | 31.8 | 260.7 | 1050 | 730 | 4.45 | 11.2 | 405 | 225 | 7.5 |
