Influence of Marble Powder and Polypropylene Fibers on the Strength and Durability Properties of Self-Compacting Concrete (SCC)

Table 3

Concrete mix proportioning.

Mix ID	Cement	Fine aggregate	Coarse aggregate	Water	Marble powder	HRWR	PP fibers volume fraction
	Mix proportions in kg/m^3						(%)
CM-0	500	760	745	225	0	7.80	0
CM-1	480	760	745	225	20	7.80	0
CM-2	460	760	745	225	40	7.80	0
CM-3	440	760	745	225	60	7.80	0
CM-4	420	760	745	225	80	7.80	0
M-1	440	760	745	225	60	7.80	0
M-2	440	760	745	225	60	7.80	0.10
M-3	440	760	745	225	60	7.80	0.20
M-4	440	760	745	225	60	7.80	0.30
M-5	440	760	745	225	60	7.80	0.40