Development of FRC Materials with Recycled Glass Fibers Recovered from Industrial GFRP-Acrylic Waste

Table 3

Mix proportion of aggregates and water-cement ratio in developing FRC concrete with GFRPA waste.

Specimen type	Units (kg/m^3)
	Cement	Water	Dry coarse aggregates	Dry fine aggregates	Virgin fibers	Recycled glass fibers	Plasticizer
Control (CCON)	448.89	202	1072	643.45	0	0	1.18
Virgin glass fiber-reinforced concrete (CV1), 0.1%	448.89	202	1072	643.45	2.5	0	2.37
CV2, 0.2%	448.89	202	1072	643.45	5	0	3.15
CV3, 0.3%	448.89	202	1072	643.45	7.5	0	3.95
Reclaimed glass fiber-reinforced concrete (CR1), 0.1%	448.89	202	1072	643.45	0	2.5	1.58
CR2, 0.2%	448.89	202	1072	643.45	0	5	2.37
CR3, 0.3%	448.89	202	1072	643.45	0	7.5	3.15