Table 3 Mix proportions of high-strength concrete mixtures.
From: Introducing a New Quantitative Evaluation Method for Segregation of Normal Concrete
w/c* | Proportion** | Unit volume weight (kg/m3)*** | SP/AE**** (kg/m3) | |||
|---|---|---|---|---|---|---|
S/a | W | OPC | Fine aggregate | Coarse aggregate | ||
0.30 | 0.35 | 165 | 550 | 547 | 1056 | 1.38/0.06 |
175 | 583 | 529 | 1021 | 1.46/0.06 | ||
185 | 617 | 511 | 986 | 1.54/0.06 | ||
195 | 650 | 492 | 950 | 1.63/0.07 | ||
205 | 683 | 474 | 915 | 1.71/0.07 | ||
0.40 | 165 | 550 | 625 | 974 | 1.38/0.06 | |
175 | 583 | 604 | 742 | 1.46/0.06 | ||
185 | 617 | 583 | 909 | 1.54/0.06 | ||
195 | 650 | 563 | 877 | 1.63/0.07 | ||
205 | 683 | 541 | 844 | 1.71/0.07 | ||
0.45 | 165 | 550 | 703 | 893 | 1.38/0.06 | |
175 | 583 | 680 | 864 | 1.46/0.06 | ||
185 | 617 | 656 | 834 | 1.54/0.06 | ||
195 | 650 | 633 | 804 | 1.63/0.07 | ||
205 | 683 | 609 | 774 | 1.71/0.07 | ||
0.50 | 165 | 550 | 781 | 812 | 1.38/0.06 | |
175 | 583 | 755 | 785 | 1.46/0.06 | ||
185 | 617 | 729 | 758 | 1.54/0.06 | ||
195 | 650 | 703 | 731 | 1.63/0.07 | ||
205 | 683 | 677 | 704 | 1.71/0.07 | ||
0.50 | 165 | 550 | 860 | 731 | 1.38/0.06 | |
175 | 583 | 831 | 707 | 1.46/0.06 | ||
185 | 617 | 802 | 682 | 1.54/0.06 | ||
195 | 650 | 773 | 658 | 1.63/0.07 | ||
205 | 683 | 745 | 633 | 1.71/0.07 | ||