Environmental conditions critically affect the expansion behaviour of concrete due to alkali–silica reaction (ASR) and, therefore, must be modelled to predict ASR-induced expansion behaviour. In addition, laboratory tests are important for the provision of useful data for numerical models, since these models often require the calibration of some unknown parameters according to the materials tested. To address this, the authors have developed a testing method for concrete expansion, called the alkali-wrapped concrete prism test (AW-CPT). Predictions using the results of the AW-CPT would be beneficial for the assessment of potential expansion of concrete when exposed to the outdoor environment. In this study, the effects of environmental conditions on ASR-induced expansion behaviours are determined through exposure and laboratory tests. The environmental conditions are modelled and implemented in numerical simulations. The results indicate that solar insolation and rainfall are critical parameters for modelling the environmental conditions as well as ambient temperature and relative humidity.
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1 July 2023
Research Article|
August 12 2022
Environmental impacts on expansion of concrete due to alkali–silica reaction Available to Purchase
Yuichiro Kawabata
;
Yuichiro Kawabata
Group Leader, Port and Airport Research Institute, Yokosuka, Japan (corresponding author: kawabata-y@p.mpat.go.jp)
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Kazuo Yamada
;
Kazuo Yamada
Fellow, National Institute of Environmental Studies, Fukushima, Japan
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Takashi Kawakami
;
Takashi Kawakami
Doctoral student, Kyushu University, Fukuoka, Japan
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Yasutaka Sagawa
Yasutaka Sagawa
Associate Professor, Kyushu University, Fukuoka, Japan
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Publisher: Emerald Publishing
Received:
May 30 2022
Accepted:
July 28 2022
Online ISSN: 1751-763X
Print ISSN: 0024-9831
ICE Publishing: All rights reserved
2022
Magazine of Concrete Research (2023) 75 (14): 723–733.
Article history
Received:
May 30 2022
Accepted:
July 28 2022
Citation
Kawabata Y, Yamada K, Kawakami T, Sagawa Y (2023), "Environmental impacts on expansion of concrete due to alkali–silica reaction". Magazine of Concrete Research, Vol. 75 No. 14 pp. 723–733, doi: https://doi.org/10.1680/jmacr.22.00158
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