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. 2023 Jan 23;18(1):e0280761. doi: 10.1371/journal.pone.0280761

Table 1. Detail of mix proportion used during the experimental work.

Mix ID Material substituted Percentage substituted (%) Cement (kg/m3) Fine aggregate (kg/m3) Silica fume (kg/m3) Water (kg/m3) Superplasticizer (kg/m3) WGP (kg/m3)
Mix-1 - - 810 810 122 203 40.5 0
Cement 2.5 789.75 810 122 203 40.5 20.25
5.0 769.5 810 122 203 40.5 40.5
7.5 749.25 810 122 203 40.5 60.75
10.0 729 810 122 203 40.5 81
12.5 708.75 810 122 203 40.5 101.25
15.0 688.5 810 122 203 40.5 121.5
Sand 2.5 810 789.75 122 203 40.5 20.25
5.0 810 769.5 122 203 40.5 40.5
7.5 810 749.25 122 203 40.5 60.75
10.0 810 729 122 203 40.5 81
12.5 810 708.75 122 203 40.5 101.25
15.0 810 688.5 122 203 40.5 121.5
Mix-2 - - 760 760 153 191 38 0
Cement 2.5 741 760 153 191 38 19
5.0 722 760 153 191 38 38
7.5 703 760 153 191 38 57
10.0 684 760 153 191 38 76
12.5 665 760 153 191 38 95
15.0 646 760 153 191 38 114
Sand 2.5 760 741 153 191 38 19
5.0 760 722 153 191 38 38
7.5 760 703 153 191 38 57
10.0 760 684 153 191 38 76
12.5 760 665 153 191 38 95
15.0 760 646 153 191 38 114
Mix-3 - - 720 720 180 180 36 0
Cement 2.5 702 720 180 180 36 18
5.0 684 720 180 180 36 36
7.5 666 720 180 180 36 54
10.0 648 720 180 180 36 72
12.5 630 720 180 180 36 90
15.0 612 720 180 180 36 108
Sand 2.5 720 702 180 180 36 18
5.0 720 684 180 180 36 36
7.5 720 666 180 180 36 54
10.0 720 648 180 180 36 72
12.5 720 630 180 180 36 90
15.0 720 612 180 180 36 108