Theoretical and Experimental Investigation of Loading Effects on Chloride Diffusion in Saturated Concrete-Reference-Cited by-同舟云学术

Theoretical and Experimental Investigation of Loading Effects on Chloride Diffusion in Saturated Concrete

Published:2015-01-20 Issue:1 Volume:13 Page:30-43
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Fu Chuanqing¹,Jin Xianyu²,Ye Hailong³,Jin Nanguo²

Affiliation:

1. School of Aeronautics and Astronautics, Zhejiang University, and College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou, China.

2. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China.

3. Department of Civil and Environmental Engineering, The Pennsylvania State University, PA, USA.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/13/1/13_30/_pdf

Reference34 articles.

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2. 2) Banthia, N., Biparva, A. and Mindess, S., (2005). “Permeability of concrete under stress.” Cement and Concrete Research, 35(9), 1651-1655.

3. 3) Bentz, E. and Thomas, M., (2001). “Life-365 service life prediction model. Computer Program for Predicting the Service Life and Life-Cycle Costs of Reinforced Concrete Exposed to Chlorides. ”

4. 4) Chatterji, S., (1995). “On the applicability of Fick's second law to chloride ion migration through Portland cement concrete.” Cement and Concrete Research, 25(2), 299-303.

5. 5) Choinska, M., Khelidj, A., Chatzigeorgiou, G. and Pijaudier-Cabot, G., (2007). “Effects and interactions of temperature and stress-level related damage on permeability of concrete.” Cement and Concrete Research, 37(1), 79-88.

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