Research Article
Water Permeability Characteristics of Normal Strength Concrete Made from Crushed Clay Bricks as Coarse Aggregate
Table 3
Concrete mix proportions.
| Aggr. types | Mix design | Slump (mm) | | Cement | Fine aggregate | Coarse aggregate | Water | Kg/m3 | Kg/m3 | Kg/m3 | Kg/m3 |
| Brick-1 | 0.4 | 440 | 578 | 1000 | 176 | 30 | 0.5 | 360 | 634 | 1000 | 180 | 35 | 0.6 | 300 | 684 | 1000 | 180 | 45 |
| Brick-2 | 0.4 | 440 | 582 | 982 | 176 | 25 | 0.5 | 360 | 642 | 982 | 180 | 40 | 0.6 | 300 | 690 | 982 | 180 | 40 |
| Brick-3 | 0.4 | 440 | 592 | 966 | 176 | 30 | 0.5 | 360 | 648 | 966 | 180 | 45 | 0.6 | 300 | 698 | 966 | 180 | 45 |
| Brick-4 | 0.4 | 440 | 571 | 959 | 176 | 30 | 0.5 | 360 | 627 | 959 | 180 | 40 | 0.6 | 300 | 678 | 959 | 180 | 45 |
| Brick-5 | 0.4 | 440 | 549 | 952 | 176 | 35 | 0.5 | 360 | 606 | 952 | 180 | 45 | 0.6 | 300 | 656 | 952 | 180 | 50 |
| Brick-6 | 0.4 | 440 | 545 | 931 | 176 | 35 | 0.5 | 360 | 601 | 931 | 180 | 50 | 0.6 | 300 | 652 | 931 | 180 | 50 |
| Stone-1 | 0.4 | 440 | 722 | 1075 | 176 | 30 | 0.5 | 360 | 779 | 1075 | 180 | 35 | 0.6 | 300 | 829 | 1075 | 180 | 40 |
| Stone-2 | 0.4 | 440 | 743 | 1050 | 176 | 25 | 0.5 | 360 | 799 | 1050 | 180 | 35 | 0.6 | 300 | 849 | 1050 | 180 | 45 |
| Stone-3 | 0.4 | 440 | 698 | 1115 | 176 | 30 | 0.5 | 360 | 755 | 1115 | 180 | 35 | 0.6 | 300 | 805 | 1115 | 180 | 40 |
| Stone-4 | 0.4 | 440 | 705 | 1100 | 176 | 25 | 0.5 | 360 | 762 | 1100 | 180 | 35 | 0.6 | 300 | 812 | 1100 | 180 | 50 |
| Stone-5 | 0.4 | 440 | 715 | 1085 | 176 | 30 | 0.5 | 360 | 772 | 1085 | 180 | 30 | 0.6 | 300 | 820 | 1085 | 180 | 45 |
|
|