Research Article
Durability Evaluation in Concrete Using Cracked Permeability and Chloride Permeability Tests
Table 1
Various concrete mixture proportions used in the study.
| Mix Id | F/C ratio | Cement | Fine aggregate | Quarry dust | Coarse aggregate | Water | Superplasticizer |
w/c | (kg/m3) |
| M1 | 0.6 | 300 | 788 | 0 | 1313 | 420 | 2.4 | 0.35 | M2 | 0.7 | 300 | 865 | 0 | 1313 | 395 | 2.4 | 0.35 | M3 | 0.8 | 300 | 933 | 0 | 1313 | 373 | 2.4 | 0.35 | M4 | 0.6 | 300 | 0 | 788 | 1333 | 420 | 2.4 | 0.35 | M5 | 0.7 | 300 | 0 | 865 | 1333 | 395 | 2.4 | 0.35 | M6 | 0.8 | 300 | 0 | 933 | 1333 | 373 | 2.4 | 0.35 | M7 | 0.6 | 350 | 769 | 0 | 1281 | 410 | 2.8 | 0.35 | M8 | 0.7 | 350 | 844 | 0 | 1206 | 386 | 2.8 | 0.35 | M9 | 0.8 | 350 | 911 | 0 | 1139 | 364 | 2.8 | 0.35 | M10 | 0.6 | 350 | 0 | 769 | 1281 | 410 | 2.8 | 0.35 | M11 | 0.7 | 350 | 0 | 844 | 1206 | 386 | 2.8 | 0.35 | M12 | 0.8 | 350 | 0 | 911 | 1139 | 364 | 2.8 | 0.35 | M13 | 0.6 | 400 | 750 | 0 | 1250 | 400 | 2.8 | 0.35 | M14 | 0.7 | 400 | 824 | 0 | 1176 | 376 | 2.8 | 0.35 | M15 | 0.8 | 400 | 889 | 0 | 1111 | 356 | 3.2 | 0.35 | M16 | 0.6 | 400 | 0 | 750 | 1250 | 400 | 3.2 | 0.35 | M17 | 0.7 | 400 | 0 | 824 | 1176 | 376 | 3.2 | 0.35 | M18 | 0.8 | 400 | 0 | 889 | 1111 | 356 | 3.2 | 0.35 |
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