Modeling of Chloride Transport Resistance in Cement Hydrates by Focusing on Nanopores-Reference-Cited by-同舟云学术

Modeling of Chloride Transport Resistance in Cement Hydrates by Focusing on Nanopores

Published:2016-11-23 Issue:11 Volume:14 Page:728-738
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Takahashi Yuya¹,Ishida Tetsuya¹

Affiliation:

1. 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/14/11/14_728/_pdf

Reference28 articles.

1. 1) Aguayo, M., Yang, P., Vance, K., Sant, G. and Neithalath, N., (2014). “Electrically driven chloride ion transport in blended binder concretes: Insights from experiments and numerical simulations.” Cement and Concrete Research, 66, 1-10.

2. 2) Baroghel-Bouny, V., Thiéry, M. and Wang, X., (2011). “Modelling of isothermal coupled moisture-ion transport in cementitious materials.” Cement and Concrete Research, 41, 828-841.

3. 3) Chalee, W., Jaturapitakkul, C. and Chindaprasirt, P., (2009). “Predicting the chloride penetration of fly ash concrete in seawater.” Marine Structures, 22, 341-353.

4. 4) Du, X., Jin, L. and Ma, G., A., (2014). “Meso-scale numerical method for the simulation of chloride diffusivity in concrete.” Finite Elements in Analysis and Design, 85, 87-100.

5. 5) Goto, S., Shigeru, K., Takagi, T. and Daimon, M., (1982). “Pore size distributions and ion diffusion in cement hydrates.” Cement Science and Concrete Technology, 36, 49-52. (in Japanese)

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