Journal of South China University of Technology (Natural Science Edition) ›› 2007, Vol. 35 ›› Issue (2): 64-68.

• Traffic & Transportation Engineering • Previous Articles     Next Articles

Calculation of Low-Temperature Relaxed Modulus of Elasticity for Bitumen via Creep Test

Xue Zhong-junZhang Xiao-ning Zhan Xiao-liWang Jia-niZhao Ying3   

  1. 1. School of Communication Science and Engineering , Harbin InstÌlute of Tech. , Harbin 150090 , Heilongjiang , China;2. InstÌlute of Road Engineering , South China Univ. of Tech. , Guangzhou 510640 , Guangdong , China;3. Jilin Communication Construction Group Corp. , Changchun 130021 , Jilin , China
  • Received:2006-06-29 Online:2007-02-25 Published:2007-02-25
  • Contact: 薛忠军(1974-),男,博士生,主要从事道路管理养护检测及道路材料研究。 E-mail:xuezhongjun@126.com
  • About author:薛忠军(1974-),男,博士生,主要从事道路管理养护检测及道路材料研究。
  • Supported by:

    交通部西部交通建设科技项目(2001-318-000-38)

Abstract:

In order to obtain the low-temperature relaxed modulus of elasticity for bitumen by tests with easy manipu-lation, the blending beam rheometer (BBR) was used to measure the creep compliance. The experimental data of BBR were then discretized in time domain. According to the constitutive relationship between the creep and the re-laxation, a numerical iteration expression was thus proposed to describe the relationship between the relaxed modu-lus of elasticity and the creep compliance. By the proposed expression , the relaxed modulus of elasticity for bitumen at the fiducial temperature was further calculated. Moreover , the main curves of the relaxed modulus of elasticity at different temperatures were drawn via the time-temperature equivalent principle. The characteristics of the main curve were finally analyzed and were used to evaluate the low-temperature performance of bitumen , thus providing some references for making the right choice of bitumen in practical engineering.

Key words: bitumen, creep compliance, relaxed modulus of elasticity, bending beam rheometer