A Comparative Analysis by Experimental Investigations on Normal and Ground Ultrafine Mineral Admixtures in Arresting Permeation in High-Strength Concrete

Table 2

Mix proportion: binary mix (cement and any one mineral admixture).

Parameters	Mix reference
	Cement (kg/m^3)	SF (kg/m^3)	MK (kg/m^3)	CP (kg/m^3)	Fine aggregate (kg/m^3)	Coarse aggregate (kg/m^3)
CONTROL	522.57	—	—	—	544.18	1113.84
UGSF5	496.44	26.13	—	—
UGSF10	470.31	52.26	—	—
UGSF15	444.18	78.38	—	—
UGMK5	496.44	—	26.13	—
UGMK10	470.31	—	52.26	—
UGMK15	444.18	—	78.38	—
GSF5	496.44	26.13	—	—
GSF10	470.31	52.26	—	—
GSF15	444.18	78.38	—	—
GMK5	496.44	—	26.13	—
GMK10	470.31	—	52.26	—
GMK15	444.18	—	78.38	—
CP5	496.44	—	—	26.13
CP10	470.31	—	—	52.26
CP15	444.18	—	—	78.38