Research Article
Using Recycled Glass and Zeolite in Concrete Pavement to Mitigate Heat Island and Reduce Thermal Cracks
Table 1
Mixture design of concrete samples.
| Mixtures | Cement PC 42.5 (Kg) | Water (lt) | Recycled glass (Kg) | Zeolite (Kg) | 0–5 mm fine aggregate (Kg) | 5–12 mm coarse aggregate (Kg) | 13–22 coarse aggregate (Kg) | Admixture (gr) |
| Standard mixture | 7.70 | 3.85 | 0 | 0 | 20.22 | 8.80 | 12.32 | 80 | G10Z0 | 7.70 | 3.85 | 4.13 | 0 | 16.09 | 8.80 | 12.32 | 80 | G10Z10 | 6.93 | 3.85 | 4.13 | 0.77 | 16.09 | 8.80 | 12.32 | 80 | G10Z30 | 5.39 | 3.85 | 4.13 | 2.31 | 16.09 | 8.80 | 12.32 | 80 | G20Z0 | 7.70 | 3.85 | 8.27 | 0 | 11.95 | 8.80 | 12.32 | 80 | G20Z10 | 6.93 | 3.85 | 8.27 | 0.77 | 11.95 | 8.80 | 12.32 | 80 | G20Z30 | 5.39 | 3.85 | 8.27 | 2.31 | 11.95 | 8.80 | 12.32 | 80 | G30Z0 | 7.70 | 3.85 | 12.40 | 0 | 7.82 | 8.80 | 12.32 | 80 | G30Z10 | 6.93 | 3.85 | 12.40 | 0.77 | 7.82 | 8.80 | 12.32 | 80 | G30Z30 | 5.39 | 3.85 | 12.40 | 2.31 | 7.82 | 8.80 | 12.32 | 80 |
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