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 | ||
0.50 | 0.35 | 165 | 330 | 624 | 1163 | 0.99/0.03 |
175 | 350 | 609 | 1135 | 1.05/0.04 | ||
185 | 370 | 594 | 1079 | 1.11/0.04 | ||
195 | 390 | 579 | 1052 | 1.17/0.04 | ||
205 | 410 | 564 | 1107 | 1.23/0.04 | ||
0.40 | 165 | 330 | 713 | 1073 | 0.99/0.03 | |
175 | 350 | 696 | 1047 | 1.05/0.04 | ||
185 | 370 | 679 | 1022 | 1.11/0.04 | ||
195 | 390 | 662 | 996 | 1.17/0.04 | ||
205 | 410 | 645 | 971 | 1.23/0.04 | ||
0.45 | 165 | 330 | 802 | 984 | 0.99/0.03 | |
175 | 350 | 783 | 960 | 1.05/0.04 | ||
185 | 370 | 763 | 937 | 1.11/0.04 | ||
195 | 390 | 744 | 913 | 1.17/0.04 | ||
205 | 410 | 725 | 890 | 1.23/0.04 | ||
0.50 | 165 | 330 | 891 | 894 | 0.99/0.03 | |
175 | 350 | 870 | 873 | 1.05/0.04 | ||
185 | 370 | 848 | 852 | 1.11/0.04 | ||
195 | 390 | 827 | 830 | 1.17/0.04 | ||
205 | 410 | 806 | 809 | 1.23/0.04 | ||
0.50 | 165 | 330 | 980 | 805 | 0.99/0.03 | |
175 | 350 | 957 | 786 | 1.05/0.04 | ||
185 | 370 | 933 | 766 | 1.11/0.04 | ||
195 | 390 | 910 | 747 | 1.17/0.04 | ||
205 | 410 | 886 | 728 | 1.23/0.04 |