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Hydration Characteristics of Slag-Ca(OH)<sub>2</sub>-Al<sub>2</sub>O<sub>3</sub> Binder in a 60 °C Curing Environment with Brine as Mixing Wateropen accessHydration Characteristics of Slag-Ca(OH)2-Al2O3 Binder in a 60 °C Curing Environment with Brine as Mixing Water

Other Titles
Hydration Characteristics of Slag-Ca(OH)2-Al2O3 Binder in a 60 °C Curing Environment with Brine as Mixing Water
Authors
Kang, ChoonghyunKim, TaewanPark, Yong-MyungSeo, Ki-Young
Issue Date
Jun-2024
Publisher
한국콘크리트학회
Keywords
Reverse osmosis brine; Slag; Aluminum oxide; Calcium hydroxide; Hydration; Construction material
Citation
International Journal of Concrete Structures and Materials, v.18, no.1, pp 821 - 837
Pages
17
Indexed
SCIE
SCOPUS
KCI
Journal Title
International Journal of Concrete Structures and Materials
Volume
18
Number
1
Start Page
821
End Page
837
URI
https://scholarworks.gnu.ac.kr/handle/sw.gnu/70911
DOI
10.1186/s40069-024-00675-y
ISSN
1976-0485
2234-1315
Abstract
Recently, research results on PC-based or alkali-activated slag cement (AASC) using seawater as mixing water have been reported. Unlike seawater, reverse osmosis brine (brine) is waste discharged into the ocean from seawater desalination plants. There is a need to develop new and effective methods of disposing or utilizing brine to reduce marine pollution, protect marine ecosystems, and increase marine plant construction. However, research on cement or concrete using brine as a mixing water is very limited. Brine has almost the same composition as seawater, and the ion concentration is 2-4 times higher. Therefore, it is believed that new methods of using brine can be investigated and developed based on existing research and experimental results on seawater. The effects of brine and aluminum oxide (AO) on activated slag with calcium hydroxide (CH) were investigated for hydration and mechanical properties. 5% and 10% of CH were used, and samples using fresh water (FC) were prepared at the same time for comparison with brine. The slag sample without CH has a low initial (1 and 3d) strength of about 10 MPa for both FC and brine, but increases rapidly from 7d. Incorporation of CH was effective in improving the mechanical performance of FC and brine samples. In addition, the brine sample exhibited higher strength than the FC sample because it formed fewer C3AH6 phases that cause volume instability than the FC sample and affected the hydration promotion of slag particles. And more calcite phases were observed in the brine samples than in the FC samples. Through this study, the possibility of using brine as a building material was confirmed. In addition, the effect of chloride ion adsorption of slag mixed with AO and CH on the physical properties and mechanical performance of the hydration reaction was confirmed.
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해양과학대학 (해양토목공학과)
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