期刊文献+

新型无缝式伸缩缝界面剪切性能研究

Study on interface shear properties of new seamless expansion joints
下载PDF
导出
摘要 通过室内剪切试验,研究无缝式伸缩缝弹性混凝土材料、剪切速度、温度和界面条件对界面抗剪性能的影响。试验结果:弹性混凝土与水泥混凝土层间抗剪强度随着剪切速率的增加而呈一次线性上升,随温度的上升而下降,随着伸长率的增加呈降低的趋势。随水泥混凝土表面处理程度的加剧,层间抗剪强度呈上升的状态。
作者 杨航 YANG Hang
出处 《工程与建设》 2018年第5期781-783,共3页 Engineering and Construction
  • 相关文献

参考文献3

二级参考文献22

  • 1CJJ11-2011城市桥梁设计规范[S].北京:中国标准出版社,2011.
  • 2Nancy Shanks.Rubblizing Concrete with Asphalt Overlay:CDOT Tests Alternative Paving Technology on I-76[R].Colorado department of transportation,2000.
  • 3Thompson M R.HMA Overlay Construction with One Pass/lane-Width with PCCP Rubblization[J].Asphalt Paving Technology,Journal of the Association of Asphalt Paving Technologist.1997,66:24-31.
  • 4Missouri.Department of Transportation,Research,Development,and Technology,Missouri Guide for Pavement Rehabilitation[S].
  • 5AI.MS-17,Asphalt Overlay for highway and street rehabilitation[S].
  • 6Johnson I D, McAndrew S P. Research into the Condition and Per- formance of Bridge Deck Expansion Joints [ R]. Browthome, Berk- shire, England : Bridge Resource Centre, Transport Research Labo- ratory, 1993.
  • 7Park P, El-Tawil S, Park Sang-YeoL Improved geometric design of bridge asphalt plug joints [ J ]. Bridge Engineering, 2011,16 : 158- 165.
  • 8Park P, E1-Tawil S, Sang-Yeol P, et al. Behavior of bridge asphalt plug joints under thermal and traffic loads [ J]. Bridge Engineering, 2010,5:250-259.
  • 9Bramel B K, Dolan C W, Puckett J A, et al. Asphalt Plug Joints: Characterization and Specifications [ D ]. Laramie, Wyoming: De- partment of Civil and Architectural Engineering, University of Wyo- ming, 1999.
  • 10ASTM D 6297-01 Standard Specification for Asphaltic Plug Joints for Bridges [ S ]. Paris : West Conshohocken ,2007.

共引文献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