期刊文献+

空隙率对环氧沥青混凝土性能的影响研究 被引量:1

Influence Research of Porosity on Performance of Epoxy Asphalt Concrete
下载PDF
导出
摘要 环氧沥青混凝土是一种超高级路面材料,其主要性能受空隙率影响比较大。对环氧沥青混凝土空隙率与环氧沥青混凝土水稳定性、弯曲性能和疲劳寿命间关系展开室内研究。试验结果表明:随着环氧沥青混凝土的空隙率增大,环氧沥青混凝土冻融劈裂强度降低,冻融劈裂强度比减小,环氧沥青混凝土抗水损坏性能降低;随着空隙率增大,环氧沥青混凝土低温弯曲性能降低,疲劳寿命减少,抗疲劳性能降低。严格控制环氧沥青混凝土的空隙率对提高环氧沥青铺装的性能具有重要作用。 The epoxy asphalt concrete is a kind of super senior pavement materials,the main performance of which depends on the porosity.Based on laboratory tests,the relationships between porosity and water stability,flexural and fatigue performance of epoxy asphalt concrete were studied.The research results showed that the porosity influenced epoxy asphalt concrete performance.With the increase of porosity,the freezethaw splitting strength(ratio),the anti -moisture behavior,the fatigue life and the anti -fatigue behavior of epoxy asphalt concrete all decreased.Controlling porosity of epoxy asphalt concrete stricdy played an important role on improving the performance of epoxy asphalt pavement
作者 周伯明 张辉
出处 《石油沥青》 2013年第4期10-14,共5页 Petroleum Asphalt
关键词 环氧沥青混凝土 空隙率 水稳定性 弯曲性能 疲劳性能 epoxy asphalt concrete porosity water stability flexural property fatigue performance
  • 相关文献

参考文献5

二级参考文献17

  • 1曹林涛,李立寒.粗细级配混合料抗永久变形能力评估[J].同济大学学报(自然科学版),2004,32(6):716-721. 被引量:13
  • 2吕伟民.国内外环氧沥青混凝土材料的研究与应用[J].石油沥青,1994(3):11-15. 被引量:40
  • 3李立寒,曹林涛,郭亚兵,罗方艳.初始空隙率对沥青混合料性能影响的试验研究[J].同济大学学报(自然科学版),2006,34(6):757-760. 被引量:36
  • 4彭勇,孙立军,石永久,王元清.沥青混合料抗剪强度的影响因素[J].东南大学学报(自然科学版),2007,37(2):330-333. 被引量:51
  • 5Pellinen T K. The effect of volumetric properties on mechanical behavior of asphalt mixtures[C]//Transportation Research Record, TRB, National Research Council, Washington, D. C. , 2004.
  • 6Hafez I H. Development of a simplified asphalt mix stability procedure for used in superpave volumetric design[D]. College Park, MD. 1997.
  • 7Abdullah W S, Obaidat M T, Abu-Sada N M. Influence of aggregate type and gradation on voids of asphalt concrete pavements[J]. Journal of Materials in Civil Engineering, 1998, 10(2): 76-85.
  • 8American association of state highway and transportation officials (AASHTO). Standard Specification for Superpave Volumetric Mix Design[S], AASHTO Designation MP2-99,USA. 1999.
  • 9Finnish pavement technology advisory council (PANK). Finnish Asphalt Specifications 1995[S]. Helsinki, 1995.
  • 10Cooley A L, Kandhal P S. Evaluation of asphalt pavement analyzer as a tool to predict rutting[C/CD].//Proceedings of the 9th International Conference on Asphalt Pavement. Copenhagen: International Society of Asphalt Pavement,2002.

共引文献157

引证文献1

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