Effects of maximum aggregate size (MAS) on brick aggregate concrete was studied. MAS was varied from 12.5 to 50.0 mm; cement contents from 375 to 400 kg/m3. Sand to total aggregate ratio was varied from 0.40 to 0.45; W/C from 0.45 to 0.55. Concrete compressive strength increases for lower MAS for a higher cement content. Compressive strength is increased up to MAS of 35 mm for lower cement content.
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