Table 2.
Mix proportion of mortar samples (kg/m3).
Sample | Cement | Phosphorus Slag | Sand | Water | Chemical Activator |
---|---|---|---|---|---|
Plain | 500 | 0 | 1500 | 250 | 0 |
PS-10 | 450 | 50 | 1500 | 250 | 0 |
PS-20 | 400 | 100 | 1500 | 250 | 0 |
PS-30 | 350 | 150 | 1500 | 250 | 0 |
PS-40 | 300 | 200 | 1500 | 250 | 0 |
PS-50 | 250 | 250 | 1500 | 250 | 0 |
PS-30 of 350 km2/g | 350 | 150 | 1500 | 250 | 0 |
PS-30 of 400 km2/g | 350 | 150 | 1500 | 250 | 0 |
PS-30 of 450 km2/g | 350 | 150 | 1500 | 250 | 0 |
PS-30 + Chemical activator | 350 | 150 | 1500 | 250 | 1.5 |