期刊文献+

Leutner剪切实验评价路面残余寿命的研究

Study of Residual Life Evaluation of Pavement Using Leutner Shear Test
下载PDF
导出
摘要 通过对实际沥青路面中取回的芯样进行系统分类并对其进行Leutner剪切实验,探究路面层间抗剪切力与路面位置,老化程度及病害的关系.结果表明,路面的层间抗剪切性能与行车位置及路面老化程度具有一定对应关系,运用Leutner剪切实验判断路面残余寿命是切实可行的. The core samples retrieved from the actual pavement were classified systematically and the Leutner shear test was carried out to explore the relationship between the interlaminar shear resistance and position aging degree and disease of the pavement.The results show that the interlaminar shear resistance of pavement has a certain relationship with the driving position and aging degree,and it is feasible to evaluate the residual life of pavement using Leutner shear test.
出处 《武汉理工大学学报(交通科学与工程版)》 2018年第1期108-111,共4页 Journal of Wuhan University of Technology(Transportation Science & Engineering)
基金 国家重大科学仪器设备开发专项项目(2013YQ160501) 国家重大科学研究计划项目(2014CB932104)资助
关键词 Leutner剪切实验 层间抗剪切性能 车辙 老化程度 Leutner shear te s t interface shear resistance rutting aging degree
  • 相关文献

参考文献2

二级参考文献22

  • 1林绣贤.沥青面层永久变形计算中有关参数的确定方法[J].中国公路学报,1989,2(2):8-18. 被引量:27
  • 2Huang Y H. Pavement Analysis and Design. Prentice Hall, Inc. 1993
  • 3伍石生.陕西省高速公路沥青路面车辙调查与分析.西安公路研究所.2003
  • 4Sousa J B, et al. Permanent deformation response of asphalt aggregate mixes. Rep. No. SHRP-A-415,Strategic Highway Research Program, National Research Council, Washington, D C 1994
  • 5Dawley CB, Hogewiede BL, Anderson KO. Mitigation of instability rutting of asphalt concrete pavements in Lethbridge, Alberta, Canada. Journal of the Association of Asphalt Paving Technologists, Vol. 59, Association of Asphalt Paving Technologists, St. Paul, Minnesota. 1990
  • 6AASHTO. AASHTO 2002 Guide for design of pavement structures, American Association of State Highway and Transportation Officials Washington, D.C. ,2004
  • 7Finn F N. Factors involved in the design of asphalt pavement surfaces. The National Co-operative High-way Research Program, NCHRP Rep. No. 39, Transportation Research Board, Washington, D.C. 1967
  • 8Monismith C L, Hicks R G, Finn F M, et al. Permanent deformation response of asphalt aggregate mixes. SHRP-A-415,Strategic Highway Research Program, Transportation Research Board, National Research Council, Washington, D.C. , 1994
  • 9Achilles A R. Development of rutting progression models by combing data from multiple sources, Ph. Ddissertation, University of California, Bekerley, 2000
  • 10Organization of Economic Cooperation for Development, OECD. Heavy track climate and pavement damage. Prepared by an OECD expert group, Paris. 1988

共引文献64

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