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. 2016 May 20;9(5):396. doi: 10.3390/ma9050396

Table 2.

Details of mix proportions for different SCHSC mixes.

Concrete Designation W/B Ratio CA FA OPC POFA Water HRWR VMA
(kg/m3) (kg/m3) (kg/m3) (% B) (kg/m3) (kg/m3) (kg/m3) (kg/m3)
C25P0 0.25 767.1 762.2 705.9 0 0 178.3 12.10 0
C25P10 0.25 759.0 754.24 635.3 10 70.6 177.9 12.40 0
C25P20 0.25 750.9 746.1 564.7 20 141.2 177.9 12.60 1.76
C25P25 0.25 746.8 742.1 529.4 25 176.5 177.0 13.49 3.53
C25P30 0.25 742.8 738.1 494.1 30 211.8 176.5 14.11 5.29
C30P0 0.30 816.3 811.1 588.2 0 0 181.7 8.40 0
C30P10 0.30 809.6 804.4 529.4 10 58.8 181.3 8.82 0
C30P20 0.30 802.8 797.7 470.6 20 117.6 180.3 10.08 0
C30P25 0.30 799.4 794.4 441.2 25 147.1 179.9 10.50 1.47
C30P30 0.30 796.1 791.0 411.8 30 176.5 179.7 10.78 2.94
C35P0 0.35 851.5 846.1 504.2 0 0 184.2 5.70 0
C35P10 0.35 845.7 840.3 453.8 10 50.4 183.9 5.90 0
C35P20 0.35 839.9 834.6 403.4 20 100.8 183.7 6.05 0
C35P25 0.35 837.0 831.7 378.2 25 126.1 182.9 7.20 0
C35P30 0.35 834.1 828.8 352.9 30 151.3 182.6 7.56 0
C40P0 0.40 877.8 872.3 441.2 0 0 185.6 4.20 0
C40P10 0.40 872.8 867.3 397.1 10 44.1 185.4 4.41 0
C40P20 0.40 886.8 862.2 352.9 20 88.2 184.9 5.04 0
C40P25 0.40 865.2 859.7 330.9 25 110.3 184.8 5.15 1.10
C40P30 0.40 862.7 857.2 308.8 30 132.4 184.2 5.88 2.21