Numerical Simulations of Chloride Transport in Concrete Considering Connectivity of Chloride Migration Channels in Unsaturated Pores
Author:
Affiliation:
1. Department of Civil Engineering and Architecture, National Institute of Technology, Tokuyama College, Japan.
2. Department of Civil Engineering, School of Engineering, 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/19/7/19_847/_pdf
Reference44 articles.
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2. 2) Erik, P., Nielsen, M. and Geiker, R., (2003). “Chloride diffusion in partially saturated cementitious material.” Cement and Concrete Research, 33, 133-138.
3. 3) Guimarães, A. T. C., Climent, M. A., Vera, G. D., Vicente, F. J., Rodrigues F. T. and Andrade, C., (2011). “Determination of chloride diffusivity through partially saturated Portland cement concrete by a simplified procedure.” Construction and Building Materials, 25, 785-790.
4. 4) fib, (2010). “The fib model code for concrete structures 2010.” Lausanne, Switzerland: Fédération Internationale du Béton.
5. 5) Hyeonggil, C., Juncheol, L., Bokyeong, L. and Jeongsoo, N., (2019). “Shrinkage properties of concretes using blast furnace slag and frost-resistant accelerator.” Construction and Building Materials, 220, 1-9.
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