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Table 4 Concrete design mix proportions.

From: Utilization of Waste Glass Micro-particles in Producing Self-Consolidating Concrete Mixtures

Detail mix Mix Aggregates (kg/m3) Cementitious material (B) (kg/m3) W/B SPa (%)
Coarse Fine GWG Cement
0 % GWG + 100 %C Mix-0 768 1060 0 400 0.51 1.4
5 % GWG + 95 %C Mix-5 766 1058 20 380 0.51 1.4
10 % GWG + 90 %C Mix-10 763 1055 40 360 0.51 1.4
15 % GWG + 85 %C Mix-15 762 1054 60 340 0.51 1.4
20 % GWG + 80 %C Mix-20 760 1050 80 320 0.51 1.4
25 % GWG + 75 %C Mix-25 758 1047 100 300 0.51 1.2
30 % GWG + 70 %C Mix-30 756 1046 120 280 0.51 1.1
  1. aPercent by mass of binder (B).