Journal of South China University of Technology (Natural Science Edition) ›› 2011, Vol. 39 ›› Issue (8): 129-132.doi: 10.3969/j.issn.1000-565X.2011.08.024

• Traffic & Transportation Engineering • Previous Articles     Next Articles

Dynamic Modulus Prediction Model of ATPB Mixture

Pan Yan-zhu1,2  Wang Duan-yi1   

  1. 1. School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China; 2. Guangdong Communication Polytechnic,Guangzhou 510650,Guangdong,China
  • Received:2011-03-02 Revised:2011-04-28 Online:2011-08-25 Published:2011-07-06
  • Contact: 潘艳珠(1977-) ,女,博士后,现任广东交通职业技术学院副教授. E-mail:sunnie-pan@126.com
  • About author:潘艳珠(1977-) ,女,博士后,现任广东交通职业技术学院副教授.
  • Supported by:

    国家自然科学基金资助项目( 51008131) ; 交通部西部交通建设科技项目( 2009318000078)

Abstract:

With the development of the asphalt pavement mechanistic-empirical design and analysis methods,the research of pavement material parameters is becoming more and more significant. In this investigation,the MTS system was used to do the dynamic modulus test for ATPB-25 and ATPB-30,which are both asphalt treated permeable base( ATPB) mixture. During the test,different measuring temperatures and loading frequencies are set according to the temperature environment of the asphalt mixtures. Then,based on the test results,a full time-domain dynamic modulus master curve and corresponding master curve equation of the asphalt mixture are created. By these experiments,high-quality parameters for the optimization design and performance analysis of asphalt pavement structure with ATPB can be established. These studies are of great significance in extending the service life of the asphalt pavement. asphalt mixture; dynamic modulus; master curve; pavement mechanics; empirical design

Key words: Asphalt mixture, dynamic modulus, master curve, pavement mechanistic-empirical design