Technical Papers
Aug 29, 2012

Analysis of Characteristics of Electrically Conductive Asphalt Concrete Prepared by Multiplex Conductive Materials

Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 7

Abstract

The main objective of this paper is to analyze the characteristics of electrically conductive asphalt concrete (ECAC) by adding multiplex electrically conductive materials. First, it is proved that all the mechanical properties of ECAC meet the design requisition in this study. The effects of filler type, filler content, and mixed fillers on the resistivity of asphalt concrete were then systematically investigated. Experimental results showed that the combination function of mixed fillers has appreciable advantages over single powder in electrical conductivity. Both laboratory and field tests were conducted to prove that the ECAC provides an efficient method for snow melting through direct current. In addition, an infrared imaging technology was used to assess the temperature field distribution. Furthermore, the effects of temperature, voltage, and temperature circulation on the resistance of ECAC were explained by the break and rebuild of conductive pathways. Finally, X-ray computed tomography provides insight into the mechanisms of conductivity enhancement for mixed fillers. It is shown that the conductive chain formed in ECAC largely depends on the conductive filler’s distribution in asphalt mortar.

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Acknowledgments

This work was partially funded by the National Natural Science Foundation of China (Grant No. 50878171).

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 7July 2013
Pages: 871 - 879

History

Received: Mar 16, 2012
Accepted: Jul 18, 2012
Published online: Aug 29, 2012
Published in print: Jul 1, 2013

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Authors

Affiliations

Shaopeng Wu [email protected]
M.ASCE
Professor, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, People’s Republic of China (corresponding author). E-mail: [email protected]
M.ASCE
Ph.D. Student, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, People’s Republic of China. E-mail: [email protected]
Mingyu Chen [email protected]
M.ASCE
Ph.D. Student, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, People’s Republic of China. E-mail: [email protected]
M.ASCE
Ph.D. Student, Road and Railway Engineering, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Delft 2600 GA, Netherlands. E-mail: [email protected]

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