Table 1: Various concrete mixture proportions used in the study.

Mix IdF/C ratioCement Fine aggregate Quarry dustCoarse aggregate Water Superplasticizer w/c
(kg/m3)

M10.6300788013134202.40.35
M20.7300865013133952.40.35
M30.8300933013133732.40.35
M40.6300078813334202.40.35
M50.7300086513333952.40.35
M60.8300093313333732.40.35
M70.6350769012814102.80.35
M80.7350844012063862.80.35
M90.8350911011393642.80.35
M100.6350076912814102.80.35
M110.7350084412063862.80.35
M120.8350091111393642.80.35
M130.6400750012504002.80.35
M140.7400824011763762.80.35
M150.8400889011113563.20.35
M160.6400075012504003.20.35
M170.7400082411763763.20.35
M180.8400088911113563.20.35