Research Article
Bricks and Concrete Wastes as Coarse and Fine Aggregates in Sustainable Mortars
Table 1
Mix proportions (kg/m
3), water to binder (
) ratio, and workability (mm) of mortars.
| ID sample | Cement | Coarse calcareous aggregate, S1 | Coarse RBA, S2 | Coarse RCA, S3 | Fine calcareous aggregate, F1 | Fine RBA, F2 | Fine RCA, F3 | Water | | Slump | kg/m3 | kg/m3 | kg/m3 | kg/m3 | kg/m3 | kg/m3 | kg/m3 | kg/m3 | — | mm |
| M/S1 | 452 | 1595 | — | — | — | — | — | 222 | 0.49 | 124 | M/S1F1 | 452 | 1395 | — | — | 193 | — | — | 228 | 0.50 | 123 | M/S2 | 452 | — | 1050 | — | — | — | — | 236 | 0.52 | 124 | M/S2F2 | 452 | — | 918 | — | — | 131 | — | 244 | 0.54 | 126 | M/S3 | 452 | — | — | 1283 | — | — | — | 213 | 0.47 | 122 | M/S3F3 | 452 | — | — | 1123 | — | — | 161 | 218 | 0.48 | 127 |
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