Required research for predicting AAR expansion: the Ichikawa theory revisited

Various unresolved issues surrounding alkali–aggregate reaction (AAR) expansion are revisited in this article, employing the Ichikawa theory as a framework. According to the Ichikawa theory, alkali–silica gel (ASG) generated by the alkali–silica reaction (ASR) within the aggregate interacts with the surrounding cement paste to form calcium silicate hydrate (C-S-H). This reaction allows ions and water to pass through while blocking the movement of ASG, thereby generating internal expansion pressure and causing cracking within the aggregate, ultimately leading to AAR expansion. The theory offers explanations for various phenomena associated with AAR expansion, including the discrepancies observed between expansion behaviour in accelerated tests and exposure environments, the reduced expansion rate under excessive acceleration, the pessimum effects related to temperature, alkali content, curing age and aggregate composition, as well as the contribution of alkali release from the aggregate to long-term expansion. The study concludes with the need to develop a model that balances the ASR rate of the aggregate and the reaction rate of C-S-H formation from ASG, which encapsulates the ASG.

Authors

Institutions

Publication Details

Journal
Magazine of Concrete Research
Published
2025-08-04
DOI
https://doi.org/10.1680/jmacr.25.00048
Citations
1
Primary Topic
Occupational Health and Safety Research
Type
article
Field-Weighted Citation Impact
1.54
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Required research for predicting AAR expansion: the Ichikawa theory revisited

Yuichiro Kawabata, Kazuo Yamada, Kazunori Shiraishi
1 citations
Magazine of Concrete Research
Occupational Health and Safety Research
1.54
article

Required research for predicting AAR expansion: the Ichikawa theory revisited

Yuichiro Kawabata, Kazuo Yamada, Kazunori Shiraishi
article en
1 citations

Abstract

Various unresolved issues surrounding alkali–aggregate reaction (AAR) expansion are revisited in this article, employing the Ichikawa theory as a framework. According to the Ichikawa theory, alkali–silica gel (ASG) generated by the alkali–silica reaction (ASR) within the aggregate interacts with the surrounding cement paste to form calcium silicate hydrate (C-S-H). This reaction allows ions and water to pass through while blocking the movement of ASG, thereby generating internal expansion pressure and causing cracking within the aggregate, ultimately leading to AAR expansion. The theory offers explanations for various phenomena associated with AAR expansion, including the discrepancies observed between expansion behaviour in accelerated tests and exposure environments, the reduced expansion rate under excessive acceleration, the pessimum effects related to temperature, alkali content, curing age and aggregate composition, as well as the contribution of alkali release from the aggregate to long-term expansion. The study concludes with the need to develop a model that balances the ASR rate of the aggregate and the reaction rate of C-S-H formation from ASG, which encapsulates the ASG.

Magazine of Concrete ResearchVol. 77(15-16)
Kyushu University (JP), Fukushima College (JP), National Institute for Environmental Studies (JP), Port and Airport Research Institute (JP)
Openalex Percentile: Top 14%
Occupational Health and Safety Research
1.54
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Required research for predicting AAR expansion: the Ichikawa theory revisited — Yuichiro Kawabata, Kazuo Yamada, et al. · Magazine of Concrete Research (2025) | TGRS Research Map | TGRS