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Properties Of Blended Metakaolin And Glass Sludge Waste As Binder In Concrete

Table 2: Mix proportion of the concrete

Mix design PCC (kg/m3) MK(kg/m3) WGS(kg/m3) Water(kg/m3) Coarse aggregates(kg/m3) Fine aggregates(kg/m3) W/C ratio
Control 354.0 0 0 170 1025 705 0.57
5%MG 336.3 8.85 8.85 170 1025 705 0.57
10%MG 318.6 17.7 17.7 170 1025 705 0.57
20%MG 283.2 35.4 35.4 170 1025 705 0.57
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