Table 2 Concrete mixes
From: Long-Term Flexural Behaviour of Cracked Reinforced Concrete Beams with Recycled Aggregate
Mix | Specimen | Mix proportions (kg/m3) | Slump (mm) | ||||||
|---|---|---|---|---|---|---|---|---|---|
W/C | W | AW | C | FA | CA | CDW | |||
M1 | NC | 0.42 | 177 | 0 | 422 | 754 | 1024 | - | 120 |
M2 | RAC-50 | 0.42 | 177 | 8 | 422 | 754 | 512 | 512 | 125 |
M3 | RAC-100 | 0.42 | 177 | 18 | 422 | 754 | - | 1024 | 135 |