Table 5 Water-to-binder ratio and slump for concrete mixes.
Trial mix no. | Mix 1.0 | Mix 1.1 | Mix 2.0 | Mix 2.1 | Mix 3.0 | Mix 3.1 | Mix 4.0 |
|---|---|---|---|---|---|---|---|
ACBFS aggregates content (%) | 0 | 30 | 50 | 100 | |||
w/b ratio | 0.4 | 0.45 | 0.4 | 0.45 | 0.43 | 0.45 | 0.45 |
Slump (mm) | 260 | 220 | 150 | 220 | 185 | 210 | 210 |
