Research Article
Fundamental Fresh State Properties of Self-Consolidating Concrete: A Meta-Analysis of Mix Designs
Table 1
Mix design parameters after cleaning the database.
| Variables | Minimum | Maximum | Average |
| Cement (kg/m3) | 180 | 500 | 367 | SCMs (kg/m3) | 58 | 378 | 120 | Water (kg/m3) | 126 | 265 | 190 | Fine aggregate (kg/m3) | 392 | 1135 | 904 | Coarse aggregate (kg/m3) | 420 | 1187 | 705 | Maximum aggregate size (mm) | 8 | 20 | 16 | HRWR (kg/m3) | 0.8 | 13 | 5 | VMA (kg/m3) | 0 | 6 | 0.2 |
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