Study on Asphalt Pavement Temperature Field Distribution Law in Seasonally Frozen Regions

Rui Zhang; Yi Qiu Tan; Le Yong Qu; Hui Ning Xu

doi:10.4028/www.scientific.net/AEF.5.305

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HomeAdvanced Engineering ForumAdvanced Engineering Forum Vol. 5Study on Asphalt Pavement Temperature Field...

Study on Asphalt Pavement Temperature Field Distribution Law in Seasonally Frozen Regions

Abstract:

Based on the temperature field data collected from a self-developed pavement system, asphalt pavement temperature field distribution law in seasonally frozen regions was studied in detail. Test data illustrated that: The atmospheric and pavement temperature shows cycle sine rule; Minimum and maximum values of pavement temperature occur at surface, In winter, pavement temperature gradually increases with increasing depth, but has contrary result in summer; As the increase of depth, the fluctuation range of pavement temperature decreases gradually, which lead to the appearance of daily and annual constant temperature point; The max freezing depth appeared at 120cm and there will be freezing core in spring in seasonally frozen regions.

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Periodical:

Advanced Engineering Forum (Volume 5)

Pages:

305-309

DOI:

https://doi.org/10.4028/www.scientific.net/AEF.5.305

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Online since:

July 2012

Authors:

Rui Zhang, Yi Qiu Tan, Le Yong Qu, Hui Ning Xu

Keywords:

Asphalt Pavement, Road Engineering, Seasonally Frozen Regions, Temperature Field Distribution

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Creative Commons CC BY 4.0

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References

[1] BARBER ES. Calculation of Maximum Pavement Temperatures from Weather Reports [A].Washington D C: Highway Research Board, Bulletin 168, National Research Council, 1957.

Google Scholar

[2] ROBERTSON W D. Determining the Winter Design Temperature for Asphalt Pavement [A]. Proceeding of Association of Asphalt Paving Technology,1997.

Google Scholar

[3] Zuoren Yan. Analysis of the Temperature Field in Layered Pavement System[J].Journal of TongjiUniversity,1984（3）：76-85 .（In Chinese）

Google Scholar

[4] Ganchang Wu. The Analysis of Pavement Temperature Field of Multi-layer System[J]. China Journal of Highway and Transport,1992,5(4):17-25. （In Chinese）

Google Scholar

[5] Lijun Sun, Jian Qin. Prediction Model on Temperature Field in Asphalt Pavement [J].Journal of Tongji University : Natural Science,2006,34(4):481-483. （In Chinese）

Google Scholar

[6] Jian Qin, Lijun Sun. Study on Asphalt Pavement Temperature Field Distribution Pattern[J]. Journal of Highway and Transportation Research and Development,2006,23(8):18-21. （In Chinese）

Google Scholar