期刊文献+

利用Cooper NU-14试验系统评价沥青混合料疲劳性能 被引量:6

Evaluation of Fatigue Performance of Asphalt Mixture Using Cooper NU-14 Test System
下载PDF
导出
摘要 目前国内采用的室内疲劳试验方法主要是间接拉伸法(即劈裂试验).鉴于其在加载方式与路面实际受力状态方面存在较大差别、实际开裂模式与理论开裂位置经常不一致,笔者尝试使用一种四点弯曲疲劳试验系统(即Cooper NU-14试验系统)评价沥青混合料的疲劳性能.文中详细介绍了试验设备、试件制作,试验参数设定,试验加载整个过程,对采用不同沥青类型的混合料以及SMA的疲劳性能进行了试验及定量对比分析.结果表明:该试验系统能有效地评价非均匀材质的沥青混合料疲劳性能,沥青结合料性质和集料级配对沥青混合料的疲劳性能都有非常重要的影响. At present, the indirect tensile method (splitting test) is commonly used in China to test the fatigue performanee of samples. However, there exist obvious differences between the loading mode of the method and the actual stress state of pavement, and the actual cracking mode is often inconsistent with the theoretical cracking location. In order to solve these problems, a four-point bending fatigue test system Cooper NU-14 was used to evaluate the fatigue performance of asphalt mixtures. The whole process of the test, including the experimental facility, the specimen fabrication, the experimental parameter setting and the loading, was described in detail, and the fatigue performances of the mixtures with different asphalt types and stone matrix asphalt were tested and quantitatively compared. The results show that the testing system effectively evaluates the fatigue performance of inhomogeneous asphalt mixtures, and that both the properties of the binder and the aggregate gradation significantly influence the fatigue performance of asphalt mixtures.
出处 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 2009年第7期52-56,共5页 Journal of South China University of Technology(Natural Science Edition)
基金 西部交通建设科技项目(200431800004)
关键词 沥青混合料 四点弯曲 疲劳性能 COOPER NU-14 asphah mixture four-point bending fatigue performance Cooper NU-14
  • 相关文献

参考文献8

二级参考文献17

  • 1邹桂莲,袁燕,张肖宁.填料对沥青胶浆路用性能的影响(英文)[J].华南理工大学学报(自然科学版),2005,33(1):52-56. 被引量:13
  • 2JTG F40- 2004.公路沥青路面施工技术规范[s].,2004..
  • 3孟书涛 魏道新.SMA沥青路面加速加载试验报告[R].北京:交通部公路科学研究所,1997..
  • 4Van Dijk W.Practical fatigue characterization of bitumen mixes[J].Journal Association of Asphalt Paving Technologists,1975,44:38-74.
  • 5Van Dijk W,Visser W.The energy approach to fatigue for pavement design[J].Journal Association of Asphalt Paving Technologists,1977,46:1-40.
  • 6Monismith C L,Epps J A,Finn F N.Improved asphalt mix design[J].Journal Association of Asphalt Paving Technologists,1985,54:347-406.
  • 7Tayebali A A,Deacon J A,Coplantz J S,et al.Fatigue response of asphalt-aggregate mixes[R].Berkeley:Univ.of California,1994.
  • 8McGennis R,Anderson R,Kennedy T,et al.Background of superpave asphalt mixture design and analysis[R].Washington D C:FHWA,1994.
  • 9Harman T,Bukowski J,Moutier F,et al.The history and future challenges of gyratory compaction-1939 to 2001[R].Washington D C:TRB,2002.
  • 10Harvey J,Deacon J,Tsai B,et al.Fatigue performance of asphalt concrete.Mixes and its relationship to asphalt concrete pavement performance in California[R].Berkeley:University of California,1995.

共引文献99

同被引文献46

引证文献6

二级引证文献36

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部