Effect of Silica Dissolution on the Mechanical Characteristics of Alkali-Reactive Aggregates
Author:
Affiliation:
1. Delft University of Technology, Faculty of Civil Engineering and Geosciences, Materials & Environment, The Netherlands.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/8/1/8_1_5/_pdf
Reference39 articles.
1. Bangert, F., Kuhl, D. and Meschken, G. (2004). “Chemo-hygro-mechanical modelling and numerical simulation of concrete deterioration caused by alkali-silica reaction.” Int. J. Numer. Anal. Meth. Geomech., 28, 689-714.
2. Bazant, Z. P., Zi, G. and Meyer, C. (2000). “Fracture mechanics of ASR in concretes with waste glass particles of different sizes.” Journal of Engineering Mechanics, 126(3), 226-232.
3. Ben Haha, M., Gallucci, E., Guidoum, A. and Scrivener, K. L. (2007). “Relation of expansion due to alkali silica reaction to the degree of reaction measured by SEM image analysis.” Cement and Concrete Research, 37, 1206-1214.
4. Bérard, J., Lapierre, N. (1977). “Réactivités aux alcalis du grès de Potsdam dans les bétons.” Can. J. Civ. Eng 4(3), 332-344.
5. Berube, M. A. and Fournier B. (2004). “Alkali releasable by aggregates in concrete-significance and test methods.” 12th. Int. Conf. on AAR. Beijing, China, 1130-1135.
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