Table 3 Percent increase in compressive strength with respect to control samples under similar curing conditions (w/c ratio 0.4).
From: Optimum Proportion of Masonry Chip Aggregate for Internally Cured Concrete
Percent replacement (%) | Curing conditions | |||
|---|---|---|---|---|
IC1 | IC2 | IC3 | IC4 | |
10 | 31.5 | 30 | 35 | 38 |
20 | 43 | 41 | 42 | 46 |
30 | 25 | 26 | 26 | 36 |