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Freeze–Thaw Resistance of Ternary Blended Concrete Using Ferronickel Slag

Title
Freeze–Thaw Resistance of Ternary Blended Concrete Using Ferronickel Slag
Author
조원정
Keywords
ferronickel slag; blast furnace slag; freeze–thaw; mineral admixtures; ternary blended
Issue Date
2021-01
Publisher
SPRINGER
Citation
INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, v. 15, NO 7, Page. 1-11
Abstract
The present study investigated the resistance of concrete blended with ground granulated blast furnace slag (GGBS) and ferronickel slag (FNS) to cycles of freeze and thaw. The replacement ratio of the binders was 0%, 50 wt% of GGBS and 30 wt% of GGBS+20 wt% of FNS for O100, OG50 and OG30F20, respectively. Specimens consisted of cement paste and concrete kept at 0.45 water/binder ratio. After 28 days of curing, specimens were subjected to freeze and thaw cycles (300) for measuring the variation of strength, weight loss and fundamental transverse frequency. Simultaneously mercury intrusion porosimetry was performed to examine the pore structure modifcations at 28 days. The hydration products for cement paste cured at each determined age were characterized by X-ray difraction and the content of CH and CSH was obtained from thermogravimetric analysis (TGA). As a result, the ternary blended concrete specimens showed lower deterioration degree when subjected to the freeze and thaw cycles. This may be due to a latent hydraulic and/or pozzolanic reaction producing more CSH in the matrix, which in turn increases the volume of small pores. The increased content of C–S–H gel for OG30F20 was confrmed by TGA, accounting for 69.9%. However, the binder system consisting of ordinary Portland cement and GGBS did not exhibit higher resistance to the given deleterious environment, presumably due to a delayed hydration process.
URI
https://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE10524157https://repository.hanyang.ac.kr/handle/20.500.11754/172298
ISSN
1976-0485; 2234-1315
DOI
10.1186/s40069-020-00447-4
Appears in Collections:
RESEARCH INSTITUTE[E](부설연구소) > RESEARCH INSTITUTE OF ENGINEERING & TECHNOLOGY(공학기술연구소) > Articles
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