Table A1.
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 | 538.1 | 538.1 | 0.78 | 1.81 | 2.90 |
71 | 1/6 | 190 | 554.5 | 554.5 | 0.89 | 2.22 | 3.06 |
72 | 1/6 | 190 | 571.3 | 571.3 | 1.04 | 2.58 | 3.36 |
73 | 1/6 | 190 | 588.4 | 588.4 | 1.16 | 2.83 | 3.60 |
70 | 1/7 | 170 | 548.4 | 548.4 | 0.69 | 1.24 | 1.98 |
71 | 1/7 | 170 | 563.9 | 563.9 | 0.78 | 1.38 | 2.23 |
72 | 1/7 | 170 | 580.7 | 580.7 | 0.89 | 1.60 | 2.45 |
73 | 1/7 | 170 | 597.8 | 597.8 | 1.08 | 1.75 | 2.48 |
70 | 1/8 | 150 | 557.9 | 557.9 | 0.59 | 1.05 | 1.39 |
71 | 1/8 | 150 | 573.3 | 573.3 | 0.67 | 1.15 | 1.57 |
72 | 1/8 | 150 | 590.1 | 590.1 | 0.74 | 1.24 | 1.95 |
73 | 1/8 | 150 | 607.2 | 607.2 | 0.85 | 1.32 | 2.04 |
70 | 0.10 | 130 | 571.5 | 571.5 | 0.50 | 0.66 | 1.06 |
71 | 0.10 | 130 | 587.4 | 587.4 | 0.58 | 0.72 | 1.12 |
72 | 0.10 | 130 | 604.2 | 604.2 | 0.64 | 0.80 | 1.21 |
73 | 0.10 | 130 | 621.3 | 621.3 | 0.71 | 0.98 | 1.27 |