Research Article
Mechanical and Durability Properties of Concrete Made with Used Foundry Sand as Fine Aggregate
Table 3
Different concrete mixtures and workability.
| Mixture | Water | Cement | Sand | Coarse aggregate | Foundry sand (FS) | Slump values (mm) | (kg/m3) | (kg/m3) | (kg/m3) | (kg/m3) | (kg/m3) | Imm. after mixing | After 30 min | After 60 min |
| Control mixture (CM) | 177 | 402.37 | 616.52 | 1152.25 | 0 | 115 | 96 | 51 | FS 10% | 177 | 402.37 | 554.86 | 1152.25 | 61.652 | 112 | 91 | 37 | FS 20% | 177 | 402.37 | 493.26 | 1152.25 | 123.304 | 101 | 77 | 24 | FS 30% | 177 | 402.37 | 431.567 | 1152.25 | 184.96 | 92 | 64 | 7 | FS 40% | 177 | 402.37 | 369.91 | 1152.25 | 246.61 | 74 | 39 | 0 | FS 50% | 177 | 402.37 | 308.26 | 1152.25 | 308.26 | 63 | 21 | 0 |
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