Utilization of Waste Glass Micro-particles in Producing Self-Consolidating Concrete Mixtures

International Journal of Concrete Structures and Materials

Table 4 Concrete design mix proportions.

Detail mix	Mix	Aggregates (kg/m³)		Cementitious material (B) (kg/m³)		W/B	SP^a (%)
Detail mix	Mix	Coarse	Fine	GWG	Cement	W/B	SP^a (%)
0 % GWG + 100 %C	Mix-0	768	1060	0	400	0.51	1.4
5 % GWG + 95 %C	Mix-5	766	1058	20	380	0.51	1.4
10 % GWG + 90 %C	Mix-10	763	1055	40	360	0.51	1.4
15 % GWG + 85 %C	Mix-15	762	1054	60	340	0.51	1.4
20 % GWG + 80 %C	Mix-20	760	1050	80	320	0.51	1.4
25 % GWG + 75 %C	Mix-25	758	1047	100	300	0.51	1.2
30 % GWG + 70 %C	Mix-30	756	1046	120	280	0.51	1.1