Evaluation of Alkalinity of Pore Solution Based on the Phase Composition of Cement Hydrates with Supplementary Cementitious Materials and its Relation to Suppressing ASR Expansion
Author:
Affiliation:
1. Port and Airport Research Institute, Yokosuka, Kanagawa Pref. 239-0826 Japan and Université Paris-Est, IFSTTAR, Marne-la-Vallée Cedex 2, France.
2. National Institute for Environmental Studies, 16-2 Onogawa, Tsukuba, Ibaraki, 305-8506, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/13/11/13_538/_pdf
Reference89 articles.
1. 1) Bach, T. T. H., Chabas, E., Pochard, I., Cau Dit Coumes, C., Haas, J., Frizon, F. and Nonat, A., (2013). “Retention of alkali ions by hydrated low-pH cements: Mechanism and Na+/K+ selectivity.” Cem. Concr. Res., 51, 14-21.
2. 2) Bakker, R. F. M., (1981). “About the cause of the resistance of blastfurnace cement concrete to the alkali-silica reaction.” In: Proceedings of 5th International Conference on Alkali-Aggregate Reaction in Concrete, S252/29.
3. 3) Bentur, A. and Berger, R. L., (1979). “Chemical composition of C-S-H gel formed in the hydration of calcium silicate pastes.” J. Am. Ceram. Soc., 62, 117-120.
4. 4) Bérubé, M. A. and Fournier, B., (1993). “Canadian experience with testing for alkali-aggregate reactivity in Concrete.” Cem. Concr. Res., 15, 27-47.
5. 5) Bérubé, M. A., Duchesne, J., Dorion, J. F. and Rivest, M., (2002). “Laboratory assessment of alkali contribution by aggregates to concrete and application to concrete structures affected by alkali-silica reactivity.” Cem. Concr. Res., 32, 1215-1227.
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