Stress-Strain Relationship of Steel Fiber Reinforced Alkali Activated Slag Concrete under Static Compression

Table 2

Mix proportion design of steel fiber reinforced AASC.

Specimen ID	Mix proportion of the concrete (kg/m^3)						Solution to powder ratio	Water to solid ratio	Steel fiber content (%)
	GGBS	Fly ash	Fine aggregate	Coarse aggregate	Activator solution	Steel fiber
SAC1	280	120	615	1260	298.5	0	0.75	0.55	0.0
SAC2						42.39			0.5
SAC3						75.36			0.9
SAC4						84.78			1.0
SAC5						94.20			1.1
SAC6						103.62			1.2
SAC7						113.04			1.3
SAC8						122.46			1.4