Modification of Waste Aggregate PET for Improving the Concrete Properties

Table 1

Concrete mix design used in this study.

Mixture	% plastic	w/c ratio	Water (kg/m^3)	Cement (kg/m^3)	F.A (kg/m^3)	C.A (kg/m^3)	P.A (kg/m^3)
M0	0	0.6	230	383	971	896	0
M10	10	0.6	230	383	929	679	179
M20	20	0.6	230	383	903	486	347
M30	30	0.6	230	383	882	305	509

Note: w/c ratio: water-cement ratio; F.A: fine aggregates; C.A: coarse aggregates; P.A: plastic aggregates.