华南理工大学学报(自然科学版) ›› 2008, Vol. 36 ›› Issue (10): 86-91.

• 交通运输工程 • 上一篇    下一篇

基于间接拉伸试验模式的沥青混合料动态模量

马林 张肖宁   

  1. 华南理工大学 道路工程研究所, 广东 广州 510640
  • 收稿日期:2008-05-28 修回日期:2008-06-25 出版日期:2008-10-25 发布日期:2008-10-25
  • 通信作者: 马林(1978-),男,博士生,主要从事路面结构及路面材料研究. E-mail:mumuma780126@163.com
  • 作者简介:马林(1978-),男,博士生,主要从事路面结构及路面材料研究.
  • 基金资助:

    交通部西部交通建设科技项目(200431800004)

Dynamic Modulus of Asphalt Mixture Based on Indirect Tensile Test Mode

Ma Lin  Zhang Xiao-ning   

  1. Research Institute of Road Engineering, South China University of Technology, Guangzhou 510640, Guangdong, China
  • Received:2008-05-28 Revised:2008-06-25 Online:2008-10-25 Published:2008-10-25
  • Contact: 马林(1978-),男,博士生,主要从事路面结构及路面材料研究. E-mail:mumuma780126@163.com
  • About author:马林(1978-),男,博士生,主要从事路面结构及路面材料研究.
  • Supported by:

    交通部西部交通建设科技项目(200431800004)

摘要: 基于间接拉伸试验模式,采用目前我国常用的两种沥青混合料,研究沥青混合料间接拉伸动态模量的分析和测定方法.采用GPM测试模式,考虑二维平面应力假设和试件膨胀的影响,根据修正的应力和应变决定沥青混合料的间接拉伸动态模量.根据时-温转换原则,通过Hirsch模型估算混合料模量的极大值,分别采用GlobalAging模型和Arrhenius模型获得移位因子,并通过数值优化建立了参考温度为20℃时的动态模量主曲线及Sigmoidal数学模型.两种混合料的主曲线比较分析表明,AC-20型沥青混合料对加载频率和温度的依赖性都低于AC-13C型,在低频段表现更为明显.

关键词: 沥青混合料, 间接拉伸, 动态模量, 主曲线, 相位角

Abstract:

In this paper, the measurement and analysis methods of the dynamic modulus of asphalt mixture are investigated based on the indirect tensile test mode, with two kinds of asphalt mixtures commonly used in China as the research objects. On the basis of the GPM testing mode and by taking into account the effects of the biaxial plane stress assumption and the specimen surface bulging, the dynamic modulus of indirect tension is determined according to the corrected strain and stress. Then, according to the principle of time-temperature conversion, the maximum dynamic modulus of the mixture is estimated based on the Hirsch model. Moreover, the Global Aging model and the Arrhenius model are used to obtain the shrift factors. The master curves of the dynamic modulus at 20 ℃ and their Sigmodial functions are finally determined by numerical optimization. It is found from the master curves that the loading frequency and temperature dependences of asphalt mixture AC-20 are weaker than those of AC- 13C, especially in the low-frequency stage.

Key words: asphalt mixture, indirect tension, dynamic modulus, master curve, phase angle