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First published January 2000

Temperature Gradient of Concrete Pavement Slab Overlaid with Asphalt Surface Course

Abstract

In the structural design of composite pavement with a concrete pavement slab overlaid with an asphalt surface course, it is very important to estimate the temperature gradient in the concrete slab. An asphalt surface course reduces the temperature gradient in an underlaid concrete slab, resulting in the reduction of thermal stress of the concrete slab. This effect was investigated by temperature measurement in model pavements and by thermal conductivity analysis. Thermal properties were estimated by a backanalysis by using measured temperatures over 1 year. From the numerical simulations varying the thickness of asphalt surface and concrete slab, the relationship between the reduction effect and the asphalt thickness was derived as a function of the thickness of asphalt surface course, which can be used in the structural design of the composite pavement.

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References

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Article first published: January 2000
Issue published: January 2000

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© 2000 National Academy of Sciences.
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Authors

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Tatsuo Nishizawa
Ishikawa National College of Technology, Tsubata, Ishikawa 929-0395, Japan
Shigeru Shimeno
Research Institute of Japan Highway Public Corporation, 1-4-1 Tadao, Machida, Tokyo 194-8508, Japan
Akinori Komatsubara
Research Institute of Japan Highway Public Corporation, 1-4-1 Tadao, Machida, Tokyo 194-8508, Japan
Masashi Koyanagawa
Department of Agricultural Engineering, Tokyo University of Agriculture, 1-1-1 Sakuragaoka, Setagaya-ku, Tokyo 156-8502, Japan

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This article was published in Transportation Research Record: Journal of the Transportation Research Board.

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