Alkali-silica reaction and strength of concrete with pretreated glass particles as fine aggregates

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초록

In this study, the strength and alkali-silica reaction (ASR) of concrete by incorporating pretreated sodalime glass particles as fine aggregates were investigated. The glass aggregates were pretreated with three different solutions: Ca(OH)(2), NaOH, and a mixture of Ca(OH)(2) and NaOH. The glass aggregates were pretreated for 1, 4, and 7 days to investigate the time-dependent effect. Results show that the ASR was mitigated in all pretreatments. The effect was more noticeable with pretreatment in a mixed solution. The effect increased with an increase in pretreatment time. The ASR expansion was reduced by approximately 50% by pretreating the glass aggregate in the mixed solution at 80 degrees C for 7 days. Moreover, pretreatment of the glass aggregate was beneficial for strength improvement. For example, by pretreating the glass aggregate in the Ca(OH)(2) solution at 80 degrees C for 7 days, the 28-day compressive strength demonstrated an approximate 6% increment compared with the specimen with non-pretreated glass aggregates. (C) 2020 Elsevier Ltd. All rights reserved.

키워드

Alkali-silica reactionExpansionPretreatmentGlass aggregateWASTE GLASSAMORPHOUS SILICAFLY-ASHMORTARDISSOLUTIONREPLACEMENT
제목
Alkali-silica reaction and strength of concrete with pretreated glass particles as fine aggregates
저자
Sun, LianfangZhu, XingjiKim, MinjaeZi, Goangseup
DOI
10.1016/j.conbuildmat.2020.121809
발행일
2021-02-15
유형
Article
저널명
Construction and Building Materials
271