Stress and Strain Analysis of Asphalt Pavement Impacted by Temperature and Load

Article Preview

Abstract:

Temperature and load are the major factors of road surface deformation. This paper studies how the temperature causes the road surface deformation and what the deformation trend is. A simplified model of the pavement structure and double round load loading mode were adopted respectively to analyze the stress and strain changes of road surface result of the load and the coupling effect of temperature and load. The major conclusions drew on this study are: stiffness modulus of asphalt mixture attenuates rapidly as the temperature increases, and thereby results in a significant shear deformation of asphalt pavement. At the same temperature, compressive stress decreases with the increasing of load and the deepening of the pavement structure. The influence of coupling effect of temperature and load is more significant than a single temperature or load factor. Under different coupling effect of temperature and load circumstances, the pavement structure influenced mostly by the shear stress is located 3-9cm underneath the surface.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1177-1184

Citation:

Online since:

September 2014

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Jinan Shen, Asphalt and Asphalt Mixture Road Performance [M], China Communications Press, Beijing, (2001).

Google Scholar

[2] Guixia Wang, Cause Analysis of Rutting of the Asphalt Pavement [A]. Road engineering Academic Exchange Conference Proceedings, (2004).

Google Scholar

[3] Acott, Mike. The Design of Hot Mix Asphalt for Heavy Duty Pavements [R]. National Asphalt Pavement Association, OIP 111/86, (1987).

Google Scholar

[4] Ronald J. Comincky, Gerald. A. Huber et al. The Superpave Mix Design Manual for New Construction and Overlay [R]. SHRP-A-407 SHRP, NRC (1994).

Google Scholar

[5] Zhiyuan Shang, Destructive Analysis of Asphalt Concrete Pavement Overloading Vehicles. Highway, 2004, (5), 19-22.

Google Scholar

[6] Takashi Asaeda,Vu Thanhca, Akio Wake. Heat Storage of Pavement and Its Effect on the Lower Atmosphere [J]. Atmospheric Environment, 1996, 30(3): 413-427.

DOI: 10.1016/1352-2310(94)00140-5

Google Scholar

[7] Professional Standard of P.R.C. Specifications for Design of Highway Asphalt Pavement (JTG D50-2006) China Communications Press, Beijing, (2006).

Google Scholar