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.
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© 2014 American Society of Civil Engineers.
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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