The Impact of Tortuosity on Chloride Ion Diffusion in Slag-Blended Cementitious Materials
Author:
Affiliation:
1. Division of Sustainable Resources Engineering, Faculty of Engineering, Hokkaido University, Sapporo, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/15/8/15_426/_pdf
Reference40 articles.
1. 1) Ando, M., Kobayashi, H., Uenaka, S. and Nawa, T., (2015). “Quantification of tortuosity of pore network for diffusion of chloride ion transport into hardened cement paste.” Cement Science and Concrete Technology, 69, 96-103. (in Japanese)
2. 2) Appelo, C. A. J. and Postma, D., (2009). “Geochemistry, groundwater and pollution.” CRC Press Taylor & Francis Group.
3. 3) Bentz, D. P., (2000) “CEMHYD3D: A three-dimensional cement hydration and microstructure development modelling package version 2.0.” NISTIR 648
4. 4) Bentz, D. P. and Garboczi, E. J., (1991). “Percolation of phases in a three-dimensional cement paste microstructural model.” Cement and Concrete Research, 21(2-3), 325-344.
5. 5) Bohn, R. B. and Garboczi, E. J., (2003). “User Manual for Finite Element and Finite Difference Programs: A Parallel Version of NIST IR 6269.”
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