An ASR exposure site after 30 years – Chemical composition of hydrates and ASR products

Concrete specimens containing two aggregates susceptible to alkali-silica reaction (ASR) and various supplementary cementitious materials (SCMs) have been exposed outdoors since 1992. After 30 years of expansion monitoring, some specimens were cored to conduct an in-depth analysis of their condition. The chemical compositions of the hydrates and the ASR products were quantified with SEM-EDS. All SCMs increased the Si/Ca of the C-(A)-S-H, but the extent varied depending on their composition, amount and degree of reaction. Larger amounts of SCMs resulted in lower degrees of reaction. The ASR products inside aggregate particles of non-boosted concrete mixtures were crystalline. Their Ca/Si was in the range 0.21–0.24, independent of the binder and the aggregate types. The (Na + K)/Ca was usually in the range 0.31–0.35. The Na/K varied more, correlating with the respective ratios in the binder. The Al content of the ASR products inside aggregate particles was not influenced by the presence of Al-rich SCMs.

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Publication Details

Journal
Cement and Concrete Research
Published
2025-09-30
DOI
https://doi.org/10.1016/j.cemconres.2025.108043
Citations
5
Primary Topic
Graphite, nuclear technology, radiation studies
Type
article
Field-Weighted Citation Impact
2.59
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article

An ASR exposure site after 30 years – Chemical composition of hydrates and ASR products

Maxime Ranger, Andreas Leemann, Benoît Fournier
5 citations
Cement and Concrete Research
Graphite, nuclear technology, radiation studies
2.59
article

An ASR exposure site after 30 years – Chemical composition of hydrates and ASR products

Maxime Ranger, Andreas Leemann, Benoît Fournier
article en
5 citations

Abstract

Concrete specimens containing two aggregates susceptible to alkali-silica reaction (ASR) and various supplementary cementitious materials (SCMs) have been exposed outdoors since 1992. After 30 years of expansion monitoring, some specimens were cored to conduct an in-depth analysis of their condition. The chemical compositions of the hydrates and the ASR products were quantified with SEM-EDS. All SCMs increased the Si/Ca of the C-(A)-S-H, but the extent varied depending on their composition, amount and degree of reaction. Larger amounts of SCMs resulted in lower degrees of reaction. The ASR products inside aggregate particles of non-boosted concrete mixtures were crystalline. Their Ca/Si was in the range 0.21–0.24, independent of the binder and the aggregate types. The (Na + K)/Ca was usually in the range 0.31–0.35. The Na/K varied more, correlating with the respective ratios in the binder. The Al content of the ASR products inside aggregate particles was not influenced by the presence of Al-rich SCMs.

Cement and Concrete ResearchVol. 199
Geological Survey of Canada (CA), University of Ulster (GB), Swiss Federal Laboratories for Materials Science and Technology (CH)
Openalex Percentile: Top 10%
Graphite, nuclear technology, radiation studies
2.59
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