Mechanical Response Analysis of Heavy Traffic on Semi-Rigid Base Pavement Performance

Chun Feng Yang; Hui Ran Pi; Tian Xiao; Can Zhang Jin

doi:10.4028/www.scientific.net/AMM.97-98.146

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 97-98Mechanical Response Analysis of Heavy Traffic on...

Mechanical Response Analysis of Heavy Traffic on Semi-Rigid Base Pavement Performance

Abstract:

Viewing so many overload vehicles, this paper analyzes the stress distribution of asphalt pavement structure under heavy traffic theoretically, according to the main asphalt pavement structure form in our country. By using elastic layer theory and BISAR3.0 program, analyzed the mechanical response variation of semi-rigid base asphalt pavement under different axle loads. The results showed that the mechanical response and the stress indexes of pavement structure under heavy traffic changed significantly. Therefore, in asphalt pavement design, the impact of heavy traffic should be fully considered and we must take measures to control the overload situation.

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Periodical:

Applied Mechanics and Materials (Volumes 97-98)

Pages:

146-150

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.97-98.146

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Online since:

September 2011

Authors:

Chun Feng Yang, Hui Ran Pi, Tian Xiao, Can Zhang Jin

Keywords:

Asphalt Pavement, Elastic Layered System, Heavy Traffic, Mechanical Response, Road Engineering

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References

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