姚爱玲, 郑鹏飞. 沥青混合料动态压缩弹性模量试验方法与影响因素[J]. 工程科学学报, 2011, 33(10): 1275-1279. DOI: 10.13374/j.issn1001-053x.2011.10.021
引用本文: 姚爱玲, 郑鹏飞. 沥青混合料动态压缩弹性模量试验方法与影响因素[J]. 工程科学学报, 2011, 33(10): 1275-1279. DOI: 10.13374/j.issn1001-053x.2011.10.021
YAO Ai-ling, ZHENG Peng-fei. Test method and influencing factors for the dynamic compression elastic modulus of asphalt mixtures[J]. Chinese Journal of Engineering, 2011, 33(10): 1275-1279. DOI: 10.13374/j.issn1001-053x.2011.10.021
Citation: YAO Ai-ling, ZHENG Peng-fei. Test method and influencing factors for the dynamic compression elastic modulus of asphalt mixtures[J]. Chinese Journal of Engineering, 2011, 33(10): 1275-1279. DOI: 10.13374/j.issn1001-053x.2011.10.021

沥青混合料动态压缩弹性模量试验方法与影响因素

Test method and influencing factors for the dynamic compression elastic modulus of asphalt mixtures

  • 摘要: 为了研究应变测试方法、加载频率、试验温度和应力幅值对沥青混合料动态压缩弹性模量的影响,用MTS路面材料动态试验系统对常用的两种沥青混合料AC-16和AC-20的动态压缩弹性模量进行了系统的测试,通过分析建立了各因素与动态压缩弹性模量之间的关系,以及动态与静态弹性模量的关系.结果表明,采用侧面法测定的结果与现行规范中的推荐值更接近,也能够消除由顶面法引起的试件端面的接触误差,建议在静态和动态模量试验中首选侧面法,在动态测试中要选择合适的加载频率,使得试验结果的偏差系数控制在20%以下.

     

    Abstract: In order to study the effects of strain test methods,loading frequency,testing temperature and stress amplitude on the dynamic compression elastic moduli of asphalt mixtures,the dynamic compression elastic moduli of two kinds of commonly asphalt mixtures,AC-16 and AC-20,were studied by using an MTS dynamic pavement material test system.The relation between the above factors and the dynamic compression elastic modulus as well as the relation between the static and dynamic compression elastic modulus was established.According to the analysis of test results,the data tested by the side method much approach to the recommended values in the specification and the side method can also eliminate the contact error of the specimen caused by the top surface method.It is recommended that the side method is firstly chosen to use in the static and dynamic modulus test.While an appropriate load frequency is selected in the dynamic test,the deviation coefficient of test results should be controlled below 20%.

     

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