Shrinkage Effects of Using Fly Ash instead of Fine Aggregate in Concrete Mixtures

Table 2

Concrete mixtures used for single-factor analyses.

Mixture	Fly ash		Sand (kg/m^3)	Gravel (kg/m^3)	Cement (kg/m^3)	Water (kg/m^3)	Water-binder ratio	Water reducing agent (kg/m^3)
	Percentage (%)	Quantity (kg/m^3)
G1	0	0.00	840.30	1027.03	308.93	185.41	0.6	6.18
G2	15	99.87	714.26					7.72
G3	25	166.44	630.23					7.72
G4	35	233.02	546.20					9.27
G5	45	299.60	462.17					9.27