Table 4 Workability of fresh mortar and compressive strength of hardened mortar cubes at different concentrations of GA inhibitor (C: W:S ratio = 1:0.35:2).
S. No. | % Content of GA | Workability (% flow) | Compressive Strength (MPa) | |
|---|---|---|---|---|
Immediate after mixing | 28 d | 90 d | ||
1 | 0.0 (control) | 25 | 73.5 | 90.3 |
2 | 0.0625 | 39 | 75.8 | 91.5 |
3 | 0.125 | 43 | 75.9 | 89.2 |
4 | 0.250 | 41 | 70.0 | 88.2 |
5 | 0.500 | 44 | 43.7 | 60.1 |