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Advances in Civil Engineering
/
2022
/
Article
/
Tab 2
/
Research Article
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