Evaluating the Influence of Carbon Fiber on the Mechanical Characteristics and Electrical Conductivity of Roller-Compacted Concrete Containing Waste Ceramic Aggregates Exposed to Freeze-Thaw Cycling

Table 6

Sample mixing scheme.

Sample names	Cement (kg/m^3)	Carbon fiber (% of cement volume)	Natural coarse aggregate (kg/m^3)	Natural fine aggregate (kg/m^3)	Waste ceramic fine aggregate (kg/m^3)	w/c	Water (kg/m^3)
N-CF0	300	0	841	1200	0	0.38	114
WC-CF0	300	0	841	0	943	0.38	114
N-CF1	300	1	841	1200	0	0.38	114
WC-CF1	300	1	841	0	943	0.38	114
N-CF3	300	3	841	1200	0	0.38	114
WC-CF3	300	3	841	0	943	0.38	114