期刊文献+

基于时间硬化模型的路面车辙预估分析 被引量:4

Rutting Prediction Analysis in Asphalt Pavements Based on Time Hardening Theory
在线阅读 下载PDF
导出
摘要 为了对路面结构车辙发展进行定量的预估分析,本文建立了三维路面有限元模型,基于时间硬化的蠕变本构模型对三种典型结构的车辙进行了预估分析。结果表明,基于该模型的预估方法能够有效的模拟车辙发展。 To analysis rutting prediction in asphalt pavementsquantitatively, this paper established 3-D finite element model of pavement. Based on the time hardening theory, rutting of three typical pavement structures used on heavy traffic are calculated. The result show that, the method could effectively simulate the rutting growing.
作者 陈苏 陈国佳
出处 《公路工程》 北大核心 2013年第1期190-193,共4页 Highway Engineering
关键词 车辙预估 时间硬化模型 非线性有限元 time hardening theory tutting prediction FEM
  • 相关文献

参考文献6

二级参考文献23

  • 1邹效平.江西京福高速公路改性沥青混合料的设计参数[J].中南公路工程,2004,29(2):96-100. 被引量:4
  • 2Mustaque Hossai and Zhong Wu. Finite Element Simulation of Rutting on Superpaves [ C ]. 9th International Conference on Asphalt Pavement,2002.
  • 3Nunn M. Long-life flexible roads[ C]. Proc. 8th Int. Conf. Asphalt Pavements, Seattle, Washington, 1997, ( 1 ) :3 - 16.
  • 4M, de Beer,C. Fisher and Fritz J. Jooste. Evaluation of Non-uniform Type Contact Stress on Thin Asphalt Pavements [ C ]. 9th International Conference on Asphalt Pavement, 2002.
  • 5JTJ032—94.公路沥青路面施工技术规范[S].[S].,..
  • 6JTJ052—2000.公路沥青及沥青混合料试验规程[S].[S].,..
  • 7黄晓明.沥青及沥青混合料[M].东南大学出版社,2001..
  • 8Marasteanu Mihai O,Clyne Timothy,McGraw Jim,et al.High-temperature rheological properties of asphalt binders[J].Transportation Research Record,2005(1901):52-59.
  • 9Jones R,Horner D,Sullivan P,et al.A methodology for quantitatively assessing vehicular rutting on terrains[J].Journal of Terramechanics,2005,42(3/4):245-257.
  • 10Hall K T,Correa C E,Simpson A L.Performance of flexible pavement maintenance treatments in the long-term pavement performance SPS-3 experiment[J].Transportation Research Record,2003(1823):47-54.

共引文献63

同被引文献50

引证文献4

二级引证文献17

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