期刊文献+

国内外沥青路面高温永久变形预估方法综述

Summary of predicting method both at home and abroad for permanent deformation of asphalt pavement at hightemperature
下载PDF
导出
摘要 车辙是沥青路面的主要破坏形式之一。它不仅影响行车的安全性和舒适性,还会引起路面其他破坏形式的产生和加剧。文章在分析车辙分类和影响因素的基础上,对现有永久变形的预测方法进行了综述。 Rutting is one main damage forms of asphalt concrete pavement. It has a negative impact on the travel safety and comfort, and also induces and accelerates other distresses of asphalt pavement. Based on analysis of the rutting classification and its influencing factors, this article presents some methods for predicting the permanent deformation.
作者 倪培臣
出处 《内蒙古公路与运输》 2009年第2期1-5,共5页 Highways & Transportation in Inner Mongolia
关键词 沥青路面 车辙 模型 预估方法 综述 asphalt pavement rutting model predicting method summary
  • 相关文献

参考文献7

二级参考文献28

  • 1Sides A,Uzan J,Perl M.A Comprehensive Viscoelasto-plastic Characterization of Sand-asphalt Compressive andTensile Cyclic Loading [J].Test Evaluat 1985,13(1):49-59. 被引量:1
  • 2Judycki J.Non-linear Viscoelastic Behavior of Conventional and Modified Asphaltic Concrete Under Creep [J].Mater and Struct,1992,25:95-101. 被引量:1
  • 3HKS.ABAQUS Theory manual [M].Hibbit:Karlsson & Sorensen,Inc. 被引量:1
  • 4Hua J.Finite Element Modeling and Analysis of Accelerated Pavement Testing Devices and Rutting Phenomenon [D].Purdue University Ph.D.Dissertation,2000. 被引量:1
  • 5Huang B,Mohammad L N,Rasoulian M.3-D Numerical Simulation of Asphalt Pavement at the Louisiana Accelerated Loading Facility (ALF)[J].Washington:Journal of Transportation Research Record,2001. 被引量:1
  • 6Wijeratne A,Sargious M. Prediction of rutting in virgin and recycled asphalt mixtures for pavements using triaxial tests [ J ].AAPT, 1987,56:111 - 121. 被引量:2
  • 7Archilla A R, Medanat S. Development of asphalt pavement rutting model from experimental data[A]. 79th Annual TBR Meeting[C]. Washington D C: National Research Council, 2000.425-445. 被引量:2
  • 8Jacob U. Prediction of rutting in asphalt pavements[J].AAPT,1983,52:489 - 507. 被引量:1
  • 9Monismith C L,Deacon J A,Harvey J T. Westrack:Performance models for permanent deformation and fatigue[ R ]. Berkeley:Pavement Research Center, University of California, 2000. 被引量:2
  • 10Dorman G M. The extension to practice of a fundamental procedure for the design of flexible pavements[ A]. Proceedings, First International Conference on the Structural Design of Asphalt Pavements[ C]. Ann Arbor: University of Michigan, 1962. 785 -793. 被引量:2

共引文献70

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