Research Article
Strength Properties of High-Strength Concrete Containing Coal Bottom Ash as a Replacement of Aggregates
Table 3
Mixing proportions of the CBA concrete.
| Mixture | Replacement of fine aggregates with CBA (%) | W/C | Water | Unit content (kg/m3) | Cement (OPC)a | Natural coarse aggregates | Natural fine aggregates | CBA | HWRAb (0.6% × cement) |
| M00 | 0 | 0.3 | 178.5 | 595.0 | 878.5 | 663.0 | 0.0 | 3.6 | M25 | 25 | 0.3 | 178.5 | 595.0 | 878.5 | 497.2 | 117.7 | 3.6 | M50 | 50 | 0.3 | 178.5 | 595.0 | 878.5 | 331.5 | 235.3 | 3.6 | M75 | 75 | 0.3 | 178.5 | 595.0 | 878.5 | 165.7 | 353.0 | 3.6 | M100 | 100 | 0.3 | 178.5 | 595.0 | 878.5 | 0.0 | 470.7 | 3.6 |
|
|
aOPC: ordinary Portland cement. bHWRA: high water-reducing agent.
|