Table 2 Concrete mixture proportions.
From: Effect of Silica Fume and Slag on Compressive Strength and Abrasion Resistance of HVFA Concrete
Mixture | Ingredient/m3 | ||||||
|---|---|---|---|---|---|---|---|
Designation | PC (kg) | FA (kg) | SF (kg) | GGBS (kg) | CA/sanda (kg) | w/b | HRWR (l) |
F0 | 400 | 0 | 0 | 0 | 1.8 | 0.4 | 8 |
F70 | 120 | 280 | 0 | 0 | 1.8 | 0.4 | 8 |
F60S10 | 120 | 240 | 40 | 0 | 1.8 | 0.4 | 8 |
F50S20 | 120 | 200 | 80 | 0 | 1.8 | 0.4 | 8 |
F60G10 | 120 | 240 | 0 | 40 | 1.8 | 0.4 | 8 |
F50G20 | 120 | 200 | 80 | 0 | 1.8 | 0.4 | 8 |
F60S5G5 | 120 | 240 | 20 | 20 | 1.8 | 0.4 | 8 |
F50S10G10 | 120 | 200 | 40 | 40 | 1.8 | 0.4 | 8 |