Table 1 Mix proportions of concrete
|  | LASC (kg/m3) | FHSC (kg/m3) | Polycarboxilc SP (kg/m3) | Naphthalane SP + steel fiber + borax (kg/m3) | Aluminum sulfate (kg/m3) | Fine aggregate (kg/m3) | Coarse aggregate (kg/m3) | Water (kg/m3) | Water-cement ratio |
|---|---|---|---|---|---|---|---|---|---|
Mix 1 | 550 | – | 8.25 | – | 6.05 | 650 | 1165 | 176 | 0.32 |
Mix 2 | 476 | – | 8.25 | – | 6.05 | 650 | 1165 | 176 | 0.37 |
Mix 3 | 550 | – | 4.4 | – | 6.05 | 650 | 1165 | 204 | 0.37 |
Mix 4 | 550 | – | 4.4 | – | 4.95 | 650 | 1165 | 204 | 0.37 |
Mix 5 | 550 | – | 4.4 | – | 3.85 | 650 | 1165 | 204 | 0.37 |
Mix 6 | 550 | – | 4.4 | – | 2.75 | 650 | 1165 | 204 | 0.37 |
Mix 7 | – | 550 | – | 10 + 65 + 3.3 | – | 650 | 1165 | 215 | 0.39 |
Mix 8 | 550 | – | – | 5 + 0 + 0 | – | 650 | 1165 | 204 | 0.37 |
Mix 9 | 550 | – | 5.5 | – | – | 650 | 1165 | 204 | 0.37 |
Mix 10 | 550 | – | 5.5 | 0 + 65 + 0 | 6.05 | 650 | 1165 | 204 | 0.37 |