Research Article
Suitability Investigation of Recycled Concrete Aggregates for Concrete Production: An Experimental Case Study
Table 4
Slump and volumetric ratios of coarse aggregates to cement content and coarse aggregates to fine aggregates of the concretes.
| Group | Mix type | Slump (mm) | w/c (-) | Volumetric ratio of coarse aggregates to cement content (-) | Volumetric ratio of coarse aggregates to the fine aggregates (-) |
| I | Ref-I | 17 | 0.61 | 0.75 | 1.54 | RC-10 | 15 | 0.77 | 1.58 | RC-10 | 25 | 0.76 | 1.50 |
| II | Ref-II | 18 | 0.55 | 0.69 | 1.56 | RC-20 | 15 | 0.73 | 1.64 |
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