Scale-Dependent ASR Expansion of Concrete and Its Prediction coupled with Silica Gel Generation and Migration
Author:
Affiliation:
1. Department of Civil Engineering, The University of Tokyo, Japan.
2. Graduate School of Engineering, The University of Tokyo, Japan.
3. Institute of Industrial Science, The University of Tokyo, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/14/8/14_444/_pdf
Reference46 articles.
1. 1) Bangert, F., Kuhl, D. and Meschke, G., (2004). “Chemo-hygro-mechanical modeling and numerical simulation of concrete deterioration caused by alkali-silica reaction.” International Journal for Numerical and Analytical Methods in Geomechanics, 28, 689-714.
2. 2) Bažant, Z. P. and Steffens, A., (2000). “Mathematical model for kinetics of alkali-silica reaction in concrete.” Cement and Concrete Research, 30, 419-428.
3. 3) Biot, M. A., (1963). “Theory of stability and consolidation of a porous media under initial stress.” Journal of Mathematics and Mechanics, 12(2), 521-541.
4. 4) Boukali, Y., Bulteel, D., Rivard, P. and Abriak, N., (2015). “Combining nonlinear acoustics and physico-chemical analysis of aggregates to improve alkali-silica reaction monitoring.” Cement and Concrete Research, 67, 44-51.
5. 5) Charpin, L. and Ehrlacher, A., (2014). “Simplified model for the transport of alkali-silica reaction gel in concrete porosity.” Journal of Advanced Concrete Technology, 12, 1-6.
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