Table A2.
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 | 432.9 | 649.4 | 0.67 | 1.69 | 2.50 |
71 | 1/6 | 190 | 446.2 | 669.3 | 0.79 | 1.91 | 2.84 |
72 | 1/6 | 190 | 459.8 | 689.7 | 0.89 | 2.28 | 2.89 |
73 | 1/6 | 190 | 473.7 | 710.5 | 0.99 | 2.43 | 3.09 |
70 | 1/7 | 170 | 442.4 | 663.6 | 0.61 | 1.10 | 1.84 |
71 | 1/7 | 170 | 455.7 | 683.5 | 0.69 | 1.25 | 2.02 |
72 | 1/7 | 170 | 469.2 | 703.8 | 0.83 | 1.37 | 2.11 |
73 | 1/7 | 170 | 483.1 | 724.7 | 0.91 | 1.50 | 2.13 |
70 | 1/8 | 150 | 450.0 | 675.0 | 0.52 | 0.93 | 1.29 |
71 | 1/8 | 150 | 463.2 | 694.9 | 0.62 | 1.02 | 1.39 |
72 | 1/8 | 150 | 476.8 | 715.2 | 0.65 | 1.16 | 1.72 |
73 | 1/8 | 150 | 490.7 | 736.0 | 0.73 | 1.17 | 1.80 |
70 | 1/10 | 130 | 459.5 | 689.2 | 0.43 | 0.61 | 0.94 |
71 | 1/10 | 130 | 472.7 | 709.1 | 0.53 | 0.63 | 1.01 |
72 | 1/10 | 130 | 486.2 | 729.4 | 0.55 | 0.70 | 1.07 |
73 | 1/10 | 130 | 500.1 | 750.2 | 0.64 | 0.89 | 1.15 |