Effect of Quarry Waste on Self-Compacting Concrete Containing Binary Cementitious Blends of Fly Ash and Cement

Table 5

Mix proportions for 1 m³ concrete.

Mix number	Cement (kg)	Fly ash (kg)	Water/binder ratio	Coarse agg (kg)	River sand (kg)	% quarry waste by wt of sand	% HRWR & inbuilt VMA	Water (liter)	Extra water (liter)
1	468	0	0.36	878.86	918.7	0	2.2	168.48	19.26
2	390.8	139	0.36	805.30	831.1	0	2.2	191	18.9
3	390.8	139	0.36	792.3	754.9	10	2.2	191	22.76
4	390.8	139	0.36	790.1	671.6	20	2.2	191	26.85
5	390.8	139	0.36	792.3	591.9	30	2.2	191	30.8
6	390.8	139	0.36	791.3	509.8	40	2.2	191	34.67
7	390.8	139	0.36	792.3	428.9	50	2.2	191	38.58
8	390.8	139	0.36	792.3	265.9	70	2.2	191	46.09
9	390.8	139	0.36	792.3	0	100	2.2	191	59.04