Table 2 Mixing plan.
Mixture | Concrete Component (\(\mathrm{kg}/{\mathrm{m}}^{3}\)) | Slump(mm) | ||||||
|---|---|---|---|---|---|---|---|---|
Portland cement | Water | Coarse aggregate | Fine aggregate | Steel Fiber | Silica Fume | Superplasticizer | ||
Normal Concrete (N) | 400 | 200 | 935 | 765 | _ | _ | _ | 38 |
High Strength Concrete(HS) | 530 | 185 | 1030 | 700 | _ | 50 | 4 | 25 |
Steel fiber concrete (St25) | 400 | 200 | 935 | 765 | 19.62 | _ | _ | 26 |
Steel fiber concrete (St50) | 400 | 200 | 935 | 765 | 39.24 | _ | _ | 15 |