[1]ZHENG Yuanxun,YANG Peibing.The Study of Dynamic Deflection Temperature Correction of Asphalt Pavementunder Effect of Thermal-structure Coupling Field[J].Journal of Zhengzhou University (Engineering Science),2014,35(02):1-5.[doi:10.3969/ j.issn.1671 -6833.2014.02.001]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
35
Number of periods:
2014 02
Page number:
1-5
Column:
Public date:
2014-04-30
- Title:
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The Study of Dynamic Deflection Temperature Correction of Asphalt Pavementunder Effect of Thermal-structure Coupling Field
- Author(s):
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ZHENG Yuanxun ; YANG Peibing
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School of Hvdraulics and Environment. Zhengzhou Universitv . Zhengzhou 450001. China
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- Keywords:
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asphalt pavement; dynamic deflection ; thermal-structure coupling; numerical analysis ; tempera-ture correction
- CLC:
-
-
- DOI:
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10.3969/ j.issn.1671 -6833.2014.02.001
- Abstract:
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In order to study the influence of asphalt pavement temperature on pavement deflection, a finite element coupling model of asphalt pavement was established considering the temperature sensitivity of road material parameters.Based on the numerical model, the variation of pavement deflection under FWD dynamic loading under different temperature conditions and the influence of temperature on the maximum deflection of asphalt pavement with different thickness are analyzed.At the same time, the influence of asphalt pavement structure and material parameters on the dynamic bending temperature correction coefficient is analyzed. Finally, the dynamic bending temperature correction coefficient of asphalt pavement is studied based on the coupling model and compared with the test results.The results show that the pavement thickness and base modulus have great influence on the temperature correction coefficient. The temperature correction coefficient of asphalt pavement deflection established based on the finite element model is in good agreement with the temperature correction coefficient established through the experimental research, and can be used as an effective supplement to the experimental research.