Effects of temperature on the dynamic properties of asphalt mixtures

Yuanxun Zheng; Haigui Kang; Yingchun Cai; Yamin Zhang

doi:10.1007/s11595-010-0038-7

Journal of Wuhan University of Technology Materials Science Edition ›› 2010, Vol. 25 ›› Issue (3) : 534 -537. DOI: 10.1007/s11595-010-0038-7

Article

Effects of temperature on the dynamic properties of asphalt mixtures

Author information +

History +

PDF

Abstract

By using the falling weight deflectometer (FWD), the dynamic loading tests on different thickness of asphalt mixture pavement in different temperature were performed. The experimental results show that the effects of temperature on dynamic properties of asphalt mixture are significant, and the thickness of asphalt mixture is also another important influence factor. The comparisons indicate that effect of temperature on the behaviors of dynamic loading properties and static loading properties of asphalt mixture were quite different.

Keywords

asphalt mixtures / temperature correction / dynamic properties / falling weight deflectometer (FWD)

Cite this article

Download citation ▾

Yuanxun Zheng, Haigui Kang, Yingchun Cai, Yamin Zhang. Effects of temperature on the dynamic properties of asphalt mixtures. Journal of Wuhan University of Technology Materials Science Edition, 2010, 25(3): 534-537 DOI:10.1007/s11595-010-0038-7

登录浏览全文

4963

注册一个新账户忘记密码

References

Publishing order | Descend order by publishing year | Descend order by cited within

[1]

Magnuson A. H., Lytton R. L., Briggs R. Comparison of Computer Predictions and Field Data for Dynamic Analysis of Falling Weight Deflectometer Data[C]. Transportation Research Record 1293, Back-calculation of Pavement Moduli, 1991 Washington D C Transportation Research Board, National Research Council 61-71.

[2]	Lukanen E O, Stubstad R N, Briggs R. Temperature Predictions and Adjustment Factors for Asphalt Pavements[R]. Report No. FHWA-RD-98-085. Federal Highway Administration

[3]	Wei C., Wang F., Zhou Jing. The Dynamic Analysis of FWD Nondestructive Test Data[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(4): 495-497.

[4]	Zhi Y., Zhang Xiaoning. Analysis of Road Base Uniformity via the Deviation of Modulus of Asphalt Mixtures[ J]. Journal of Wuhan University of Technology-Mater. Sci. Ed., 2007, 22(2): 367-370.

[5]	A B. P., Petit E. C. Dynamic Response of a Flexible Pavement Submitted by Impulsive Loading[J]. Soil Dynamics and Earthquake Engineering, 2009, 29(5): 845-854.

[6]	Wu X., Chen Z., Ye Q., . Effects of Fibre Additive on the High Temperature Property of Asphalt Binder[J]. J. of Wuhan University of Technology-Mater. Sci.Ed., 2006, 21(1): 118-120.

[7]	Federal Highway Administration (1994). LTPP Seasonal Monitoring Program: Instrumentation Installation and Data Collection Guidelines[R]. Report No. FHWA-RD-94-110, McLean, VA

[8]	Strategic Highway Research Program National Research Council (1993). SHRP Procedure for Temperature Correction of Maximum Deflections[R]. SHRP-P-654

[9]	Kang H., Zheng Y., Cai Y., . Regression Analysis of Actual Measurement of Temperature Field Distribution Rules of Asphalt Pavement[J]. China Journal of Highway and Transport, 2007, 20(6): 13-18.

[10]	Ministry of Communications of the People Republic of China. JTJ059-95 The Specification for Field Testing of Highway Subgrade and Pavement[M]. Beijing: The People Communication Publishing Company, 1995