Research Article

Mechanical Performance of Concrete Made with Recycled Aggregates from Concrete Pavements

Table 3

The mix proportion of concrete.

No.Water-cement ratio (%)Content (kg·m3)
WaterCementFly ashFine aggregatesCoarse aggregatesWater-reducing agent
NaturalRecycledNaturalRecycled

RA00.33122.77370.000763.000.001193.000.001.11
RA100.33122.77370.000686.7076.301073.70119.301.11
RA200.33122.77370.000610.40152.60954.40238.601.11
RA300.33122.77370.000534.10228.90835.10357.901.11
RA400.33122.77370.000457.80305.20715.80477.201.11
RA500.33122.77370.000381.50381.50596.50596.501.11
RA600.33122.77370.000305.20457.80477.20715.801.11
RA700.33122.77370.000228.90534.10357.90835.101.11
RA800.33122.77370.000152.60610.40238.60954.401.11
RA900.33122.77370.00076.30686.70119.301073.701.11
RA1000.33122.77370.0000.00763.000.001193.001.11
W/C290.29107.30370.000534.10228.90835.10357.901.43
W/C310.31114.70370.000534.10228.90835.10357.901.30
W/C330.35129.50370.000534.10228.90835.10357.901.09
W/C350.37136.90370.000534.10228.90835.10357.900.98
SR290.35129.50370.000479.22205.38889.98381.421.09
SR310.35129.50370.000506.60217.12862.60369.681.09
SR350.35129.50370.000561.37240.59807.83346.211.09
SR370.35129.50370.000588.76252.32780.44334.481.09
FA100.35129.50333.0037534.10228.90835.10357.901.09
FA200.35129.50296.0074534.10228.90835.10357.901.09
FA300.35129.50259.00111534.10228.90835.10357.901.09
FA400.35129.50222.00148534.10228.90835.10357.901.09