Table A3.
Mass Concentration (%) | Gray-To-Sand Ratio | Cement (kg/m³) | Slag (kg/m³) | Tailing (kg/m³) | R3 (MPa) | R7 (MPa) | R28 (MPa) |
---|---|---|---|---|---|---|---|
70 | 1/6 | 190 | 326.6 | 762.0 | 0.60 | 1.29 | 2.02 |
71 | 1/6 | 190 | 336.6 | 785.5 | 0.67 | 1.52 | 2.25 |
72 | 1/6 | 190 | 346.9 | 809.5 | 0.80 | 1.90 | 2.31 |
73 | 1/6 | 190 | 357.5 | 834.1 | 0.86 | 2.24 | 2.57 |
70 | 1/7 | 170 | 332.3 | 775.4 | 0.50 | 0.91 | 1.36 |
71 | 1/7 | 170 | 342.4 | 798.8 | 0.61 | 0.98 | 1.64 |
72 | 1/7 | 170 | 352.6 | 822.8 | 0.62 | 1.13 | 1.81 |
73 | 1/7 | 170 | 363.2 | 847.4 | 0.76 | 1.29 | 1.90 |
70 | 1/8 | 150 | 338.0 | 788.7 | 0.42 | 0.77 | 1.10 |
71 | 1/8 | 150 | 348.1 | 812.2 | 0.50 | 0.79 | 1.18 |
72 | 1/8 | 150 | 358.4 | 836.2 | 0.55 | 0.91 | 1.39 |
73 | 1/8 | 150 | 368.9 | 860.7 | 0.64 | 1.01 | 1.51 |
70 | 1/10 | 130 | 346.6 | 808.8 | 0.40 | 0.47 | 0.73 |
71 | 1/10 | 130 | 356.6 | 832.2 | 0.42 | 0.57 | 0.80 |
72 | 1/10 | 130 | 366.9 | 856.1 | 0.47 | 0.55 | 0.90 |
73 | 1/10 | 130 | 377.4 | 880.7 | 0.53 | 0.75 | 0.94 |