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Advances in Civil Engineering
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2022
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Article
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Tab 4
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Research Article
A Comparative Analysis by Experimental Investigations on Normal and Ground Ultrafine Mineral Admixtures in Arresting Permeation in High-Strength Concrete
Table 4
Reduction in size after grinding.
Sl. no.
Sample type
Duration of grinding (hours)
Size (nm)
Percentage variation in size
1
UGSF
—
638
75.39% decrease in size
2
GSF
1
157
3
UGMK
—
1738
75.83% decrease in size
4
GMK
1
420
5
CP
1
2481
—