Technical Papers
Aug 29, 2013

Experiment and Modeling of the Effect of Aggregate Shape on the Chloride Diffusivity of Concrete

Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 9

Abstract

The purpose of this paper is to evaluate the effect of aggregate shape on the chloride diffusivity of concrete through laboratory experiments and theoretical analysis. In the experiment, three types of crystal glass spheroids with aspect ratios of 1, 2, and 3 are used as coarse aggregate. The experimental results show that the chloride diffusivity of concrete decreases with an increase in aggregate aspect ratio. When the coarse aggregate volume fraction is equal to 0.1, 0.2, and 0.3, the chloride diffusivity of concrete at an aggregate aspect ratio of 3 is, on average, smaller than that at an aggregate aspect ratio of 1 by 5.29%, 11.4%, and 19.6%, respectively. An analytical approximate is derived for the chloride diffusivity of concrete with spheroidal aggregates and verified with the experimental results. The analytical approximate can predict the chloride diffusivity with an average relative error of less than 8%.

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Acknowledgments

The financial support from the National Natural Science Foundation with Grant No. 51379188 and the Natural Science Foundation of Zhejiang Province with Grant No. LY12E08022 of the People’s Republic of China is greatly acknowledged.

References

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 26Issue 9September 2014

History

Received: Apr 7, 2013
Accepted: Aug 27, 2013
Published online: Aug 29, 2013
Published in print: Sep 1, 2014
Discussion open until: Oct 12, 2014

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Authors

Affiliations

Jianjun Zheng [email protected]
Professor, School of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, People’s Republic of China (corresponding author). E-mail: [email protected]
Xinzhu Zhou
Professor, School of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, People’s Republic of China.
Xiaofeng Huang
Graduate Student, School of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, People’s Republic of China.
Chuanqing Fu
Lecturer, School of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, People’s Republic of China.

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