Chapter
Apr 26, 2012

Research on the Relationship between the Loading and the Conductivity of Smart Asphalt Concrete

Publication: Performance Modeling and Evaluation of Pavement Systems and Materials: Selected Papers from the 2009 GeoHunan International Conference

Abstract

Carbon fiber is used as the additive for the intelligent asphalt concrete. The relationship of the fiber volume and the concrete resistivity, and the relationship of the resistivity and the applied pressure were studied. The conductivity of asphalt concrete incorporating with carbon fiber changes with the magnitude of the applied pressure. This special characteristic of the material might be useful in the road engineering in two areas: (1) when pavement of this material are under loading, the change of the pressure can be reflected by measuring the resistivity of the material. The supervisor could monitor the loads of vehicle anywhere in the road network without the trouble of embedding sensors in the pavement. (2) If there are some defects that are difficult to be discover by visual method appear on the road, the supervisor could find them at the first time. According to the result of this paper, the conductivity of the asphalt concrete increases with the volume of fiber. The change is particularly prominent when the fiber volume is between the two mutant levels (with fibers of 4%–6%).

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Go to Performance Modeling and Evaluation of Pavement Systems and
                Materials
Performance Modeling and Evaluation of Pavement Systems and Materials: Selected Papers from the 2009 GeoHunan International Conference
Pages: 165 - 170

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Published online: Apr 26, 2012

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Doctor, the Harbin Institute of Technology, Harbin, Heilongjiang Province, China; Research Assistant, Department of Civil and Structural Engineering of the Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong. E-mail: [email protected]
Lam Wah Cheung
Research Fellow, Department of Civil and Structural Engineering of the Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong
Zejiao Dong [email protected]
Associate Professor, the Harbin Institute of Technology, Harbin, Heilongjiang Province, China. E-mail: [email protected]

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