Journal of South China University of Technology (Natural Science Edition) ›› 2010, Vol. 38 ›› Issue (10): 89-93.doi: 10.3969/j.issn.1000-565X.2010.10.017

• Traffic & Transportation Engineering • Previous Articles     Next Articles

Investigation into Low-Temperature Performance of Asphalt Mixtures Based on Glass Transition Temperature

Yin Ying-mei 1.2  Zhang Xiao-ning Zou Gui-lian1   

  1. 1.School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China;2.School of Civil and Transportation Engineering,Guangdong University of Technology,Guangzhou 510006,Guangdong,China
  • Received:2009-12-23 Revised:2010-03-02 Online:2010-10-25 Published:2010-10-25
  • Contact: 尹应梅(1976-),女,博士生,主要从事路面结构和材料研究. E-mail:merry025@163.com
  • About author:尹应梅(1976-),女,博士生,主要从事路面结构和材料研究.
  • Supported by:

    国家自然科学基金资助项目(50878090)

Abstract:

As there is no generally accepted and reasonable index to evaluate the low-temperature performance of asphalts and asphalt mixtures at present,this paper introduces the glass transition temperature for the evaluation.In the proposed method,first,dynamic frequency sweep tests are performed using dynamic shear rheometer AR-2000 in the linear visco-elastic range for different asphalts and asphalt mixtures.Then,the glass transition temperatures of different asphalts and asphalt mixtures are obtained by analyzing the sweep test results based on the time-tempera-ture superposition principle,and the results are further verified by the low-temperature bend creep test of asphalt mixtures.The results show that,with a clear physical meaning,the glass transition temperature obtained by dynamic frequency sweep tests accords well with the practical one;and that the glass transition temperatures of asphalts and asphalt mixtures have good relation to the low-temperature bend broken strain of asphalt mixtures.It is thus concluded that the glass transition temperature is suitable for evaluating the low-temperature performance of asphalts and asphalt mixtures.

Key words: asphalt mixture, glass transition temperature, master curve, low-temperature performance, dynamic shear rheometer