Study on Shearing Stress of Asphalt Surface on Lean Concrete Base

Li Jun Suo

doi:10.4028/www.scientific.net/AMM.178-181.1402

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 178-181Study on Shearing Stress of Asphalt Surface on...

Study on Shearing Stress of Asphalt Surface on Lean Concrete Base

Abstract:

In order to study the shearing stress of asphalt surface on lean concrete base, first of all, three–dimension finite element model of the asphalt pavement is established. The main objectives of the paper are investigated. One is calculation for shearing stress of asphalt surface in transverse contraction joint of lean concrete base, and the other is analysis for relationship between load stress of asphalt surface and parameters, such as thickness, modulus. The results show that maximum shearing stress, which is caused by load, is evident in asphalt surface which is located in transverse contraction joint of lean concrete base of asphalt pavement. Maximum shearing stress decrease, decrease, decrease and increase respectively with increase of the surface’s modulus, the surface’s thickness, base’s thickness and ratio of base’s modulus to foundation’s modulus.

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Periodical:

Applied Mechanics and Materials (Volumes 178-181)

Pages:

1402-1405

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.178-181.1402

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Online since:

May 2012

Authors:

Li Jun Suo

Keywords:

Asphalt Surface, Lean Concrete Base, Load Stress, Shearing Stress

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References

[1] Lijun Suo. Research on designing method for asphalt pavement of porous concrete base [D]. Xian: chang'an university, 2005:10-30.

Google Scholar

[2] Ministry of Communications of the People's Republic of China. Specifications of Cement Concrete Pavement Design for Highway(JTGD40-2002)[S].Beijing: China Communications Press, 2002:6-12.

Google Scholar

[3] Yangbin. Research on structure of asphalt overlay on old cement concrete pavement[D]. Xian: chang'an university, 2005: 58-79.

Google Scholar

[4] Jiangang Yang. Research on structure analysis and design of asphalt pavement with lean concrete base[D]. Xian: chang'an university, 2003: 10-50.

Google Scholar

[5] Manuel J.C. Minhoto, and Jorge C. Pais. Predicting asphalt pavement temperature with a three-dimensional finite element method[J].Transportation Research Record(No.1919). 2005:96-110.

DOI: 10.1177/0361198105191900111

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