Theoretically Identified Strong Coupling of Carbonation Rate and Thermodynamic Moisture States in Micropores of Concrete
Author:
Affiliation:
1. Department of Civil Engineering, University of Tokyo
2. Department of Civil Engineering, Tarbiat Modares University
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/2/2/2_2_213/_pdf
Reference11 articles.
1. Houst, Y. F. and Wittmann, F. H. (1994). “Influence of porosity and water content on the diffusivity of CO2 and O2 through hydrated cement paste” Cement and Concrete Research, 24 (6), 1165-1176.
2. Ishida, T. and Maekawa, K. (2001). “Modeling of pH profile in pore water based on mass transport and chemical equilibrium theory” Concrete Library of JSCE, 37, 131-146.
3. Loo, Y. H., Chin, M. S., Tam, C. T. and Ong, K. C. G. (1994). “A carbonation prediction model for accelerated carbonation testing of concrete” Magazine of Concrete Research, 46 (168), 191-200.
4. Maekawa, K., Ishida, T. and Kishi, T. (2003). “Multi-scale modeling of concrete performance” Journal of Advanced Concrete Technology, Vol.1, No.2, 91-126.
5. Maekawa, K., Chaube, R. P. and Kishi, T. (1999). “Modelling of Concrete Performance” London: E&FN SPON.
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