Research Article
Mechanical and Durability Properties of Induction-Furnace-Slag-Incorporated Recycled Aggregate Concrete
Table 4
Slump value for concrete with different IFS ratio.
| Sl. no. | IFS (%) | Strength (MPa) | Practical slump value in mm |
| 1 | 0 | 17.23 | 45 | 2 | 0 | 20.68 | 46 | 3 | 0 | 24.13 | 48 | 4 | 25 | 17.23 | 39 | 5 | 25 | 20.68 | 30 | 6 | 25 | 24.13 | 41 | 7 | 50 | 17.23 | 32 | 8 | 50 | 20.68 | 32 | 9 | 50 | 24.13 | 34 | 10 | 75 | 17.23 | 35 | 11 | 75 | 24.13 | 31 | 12 | 75 | 3500 | 30 | 13 | 100 | 17.23 | 30 | 14 | 100 | 20.68 | 32 | 15 | 100 | 24.13 | 34 |
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