华南理工大学学报(自然科学版) ›› 2010, Vol. 38 ›› Issue (3): 41-46.doi: 10.3969/j.issn.1000-565X.2010.03.008

• 交通与运输工程 • 上一篇    下一篇

基于半圆试件的沥青混合料动态模量测试方法研究

刘宇1,2  张肖宁1  陈少幸3   

  1. 1.华南理工大学 土木与交通学院, 广东 广州 510640; 2.广东交通集团检测中心, 广东 广州 510420; 3.中南大学 土木建筑学院, 湖南 长沙 410083
  • 收稿日期:2009-03-09 修回日期:2009-05-18 出版日期:2010-03-25 发布日期:2010-03-25
  • 通信作者: 张肖宁(1951-),男,教授,博士生导师,主要从事道路工程研究.E-mail:prozxn@163.com E-mail:hitrain@163.com
  • 作者简介:刘字(1976-),男,博士,主要从事道路工程研究.
  • 基金资助:

    国家自然基金资助项目(50878090);西部交通建设科技项目(2007440003080610)

Method to Test Dynamic Modulus of Asphalt Mixture Based on Semi-Circular Specimens

Liu Yu1.2  Zhang Xiao-ningChen Shao-xing 3   

  1. 1. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, Guangdong, China; 2. Test Center of Guangdong Communication Group, Guangzhou 510420, Guangdong, China; 3. School of Civil Engineering and Architecture, Central South University, Changsha 410075, Hunan, China
  • Received:2009-03-09 Revised:2009-05-18 Online:2010-03-25 Published:2010-03-25
  • Contact: 张肖宁(1951-),男,教授,博士生导师,主要从事道路工程研究.E-mail:prozxn@163.com E-mail:hitrain@163.com
  • About author:刘字(1976-),男,博士,主要从事道路工程研究.
  • Supported by:

    国家自然基金资助项目(50878090);西部交通建设科技项目(2007440003080610)

摘要: 由于单轴压缩动态模量难以用于路面芯样试件,导致设计模量评价方法难以用于路面质量符合性检验。本文在分析半圆试件荷载响应的基础上开发了基于半圆试件的动态模量测试方法,确定了试验参数,对常用沥青面层混合料进行了动态模量测试。试验结果表明通过三维有限元方法确立的应力系数有很好的精度,得到的动态模量符合精度要求。对试验数据的变异系数分析表明试验结果的离散性和复现性偏差均较小,说明试验方法具有很好的稳定性。

关键词: 符合性检验, 半圆试件, 动态模量, 相位角, 变异性

Abstract:

As the dynamic uniaxial compression modulus is difficult to use in testing pavement core, the evaluation method based on the design modulus is inapplicable to the compliance examination of pavement quality. In order to solve this problem, a test method for dynamic modulus was proposed based on semi-circular bending specimens, and the corresponding test parameters were determined. Then, the proposed method was used to test the dynamic modulus of common pavement asphalt mixture. The results show that the stress coefficient obtained via the three-di- mension finite element method is of high precision, and that the precision of the tested dynamic modulus is high enough. Moreover, it is found from the variation coefficient of the test data that the proposed method is of good sta- bility due to its weak dispersion and small repeatability deviation.

Key words: asphalt mixture, dynamic modulus, compliance examination, semi-circular specimen, phase angle, variability