Table 3.
Mix design of red mud concrete.
| Group ID’s | Cement (kg/m3) | Red mud (kg/m3) | Silica-fume (kg/m3) | Basalt fiber (%) | FA (kg/m3) | NCA (kg/m3) | RCA (kg/m3) | W/B ratio (kg/m3) | Super-plasticizer (kg/m3) |
|---|---|---|---|---|---|---|---|---|---|
| RM0-RA0 | 508.75 | 0 | 41.25 | 10.2 | 632 | 920 | 0 | 160 | 2.54 |
| RM0-RA50 | 508.75 | 0 | 41.25 | 10.2 | 632 | 460 | 460 | 160 | 3.82 |
| RM0-RA75 | 508.75 | 0 | 41.25 | 10.2 | 632 | 230 | 690 | 160 | 5.1 |
| RM0-RA100 | 508.75 | 0 | 41.25 | 10.2 | 632 | 0 | 920 | 160 | 6.34 |
| RM5-RA0 | 481.25 | 27.5 | 41.25 | 10.2 | 632 | 920 | 0 | 160 | 2.54 |
| RM5-RA50 | 481.25 | 27.5 | 41.25 | 10.2 | 632 | 460 | 460 | 160 | 3.82 |
| RM5-RA75 | 481.25 | 27.5 | 41.25 | 10.2 | 632 | 230 | 690 | 160 | 5.1 |
| RM5-RA100 | 481.25 | 27.5 | 41.25 | 10.2 | 632 | 0 | 920 | 160 | 6.34 |
| RM10-RA0 | 453.75 | 55 | 41.25 | 10.2 | 632 | 920 | 0 | 160 | 2.54 |
| RM10-RA50 | 453.75 | 55 | 41.25 | 10.2 | 632 | 460 | 460 | 160 | 3.82 |
| RM10-RA75 | 453.75 | 55 | 41.25 | 10.2 | 632 | 230 | 690 | 160 | 5.1 |
| RM10-RA100 | 453.75 | 55 | 41.25 | 10.2 | 632 | 0 | 920 | 160 | 6.34 |
| RM15-RA0 | 426.25 | 82.5 | 41.25 | 10.2 | 632 | 920 | 0 | 160 | 2.54 |
| RM15-RA50 | 426.25 | 82.5 | 41.25 | 10.2 | 632 | 460 | 460 | 160 | 3.82 |
| RM15-RA75 | 426.25 | 82.5 | 41.25 | 10.2 | 632 | 230 | 690 | 160 | 5.1 |
| RM15-RA100 | 426.25 | 82.5 | 41.25 | 10.2 | 632 | 0 | 920 | 160 | 6.34 |