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http://dx.doi.org/10.5345/JKIBC.2022.22.1.035

Evaluation of Chloride Ion Penetration Resistance of High Calcium Silicate Cement Concrete  

Jeong, Seok-Man (Department of Architectural Engineering, Korea National University of Transportation)
Yang, Wan-hee (R&D Center, Withmtech Co., Ltd.)
Kim, Hyeon-Soo (Department of Building Research, Korea Institute of Construction Technology)
Lee, Gun-Cheol (Department of Architectural Engineering, Korea National University of Transportation)
Publication Information
Journal of the Korea Institute of Building Construction / v.22, no.1, 2022 , pp. 35-43 More about this Journal
Abstract
The aim of this work was to a comparative review the performance of high calcium silicate cement (HSCSC) and that of ordinary Portland cement(OPC) and blast furnace slag cement(S/C). The result of the compressive test confirmed that the compressive strength development rate of high calcium silicate cement concrete at the age of 3 days was 73.6% that of ordinary Portland cement concrete. However, at the age of 28 days, the strength development rate of high calcium silicate cement increased to about 107.0% compared to ordinary Portland cement. In addition, the test of the chloride ion penetration resistance of concrete showed that at the age of 28 days, the passed charge decreased by 73.4% and 93.0%, respectively, in blast furnace slag cement and high calcium silicate cement compared to ordinary Portland cement, and at the age of 56 days, it decreased by 79.1% and 98.3%, exhibiting excellent resistance to chloride ion penetration. In particular, it was confirmed that the rate of decrease in the passed charge with age was higher in high calcium silicate cement than in ordinary Portland cement and blast furnace slag cement.
Keywords
eco-friendly concrete; high calcium silicate; cement binder; eco cement; blast furnace slag cement;
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