Mechanical and Durability Characteristics of Latex-Modified Fiber-Reinforced Segment Concrete as a Function of Microsilica Content

Table 6

Mix proportions.

Design strength (MPa)	Unit weight (kg/m^3)
	W	C	S	G	Microsilica	Latex	Steel fiber	Macro synthetic fiber
40	150	500	1184	466	0	50	80	—
		490			10.0
		480			20.0
		470			30.0
	150	500	1184	466	0.0	50	—	9
		490			10.0
		480			20.0
		470			30.0
60	143	625	1087	467	0.0	62	80	—
		612.5			12.5
		600			25.0
		587.5			37.5
	143	625	1087	467	0.0	62	—	9
		612.5			12.5
		600			25.0
		587.5			37.5