Corrosion of Steel in High-Strength Self-Compacting Concrete Exposed to Saline Environment

Table 2

Proportion of concrete mixes.

Symbol	Mix ingredients, kg/m^3				w/c or w/cm	SP %
	C	SF	FA	CA
R	550	—	780	850	0.52	—
SP	550	—	780	850	0.31	3
SF-R	495	55	780	850	0.31	3
SF-A	550	55	780	850	0.31	3