Effect of Fiber Treatments on the Mechanical Properties of Sisal Fiber-Reinforced Concrete Composites

Table 7

Slump of SFRC and plain concrete.

Mix designation	Slump (mm)	% reduction in slump
Control	65	0
C0-0	25	61.55
C2–12	30	53.85
C2–24	30	53.85
C2–48	35	46.15
C5–12	35	46.15
C5–24	35	46.15
C5–48	40	38.45
C10–12	40	38.45
C10–24	40	38.45
C10–48	45	30.75