期刊文献+

不同层间接触状态的半刚性基层抗裂性能研究 被引量:3

Research on Anti-crack of Semi-rigid Base in Contact State Between Different Layers
下载PDF
导出
摘要 同种材料铺筑而成的半刚性基层具有良好路用性能,但仍会产生路面反射裂缝.通过对不同层间接触状态(上、下层间隔时间分别为0,7d和30d)的半刚性基层进行了抗裂性能研究分析,结果显示:层间接触状态连续的半刚性基层具有最佳抗裂性能,且随着层间接触状态条件下降,其抗裂性能越差. The semi-rigid base which is made up by the same material has a good performance in road construction,at the same time,however,it still produces the reflection crack of the road. This paper mainly works on the performance of anti-crack in contact state between different layers(namely, the in- terval time between the upper stratum and the lower stratum are 0, 7d, 30 d), it turns out to be that the entirety base which has the performance of time continuous in contact state between layers has the best performance of anti-crack, and with the interlayer contact condition falls, its crack-resistance per- formance worse.
出处 《武汉理工大学学报(交通科学与工程版)》 2012年第6期1292-1295,共4页 Journal of Wuhan University of Technology(Transportation Science & Engineering)
关键词 半刚性基层 层间状态 抗裂性能 干缩抗裂系数 温缩抗裂系数 semi-rigid base interlayer state the performance of anti-crack dry shrinkage crackresis- tance coefficient temperature shrinkage crack resistance coefficient
  • 相关文献

参考文献5

二级参考文献7

  • 1.[Z].,1995..
  • 2Abdel—rahim A M and George K P.Optimum cracking for improved performance of cement—treated‘bases.78th Annual Meeting of Transportation Research Board,1999.
  • 3Pittman D W and McCllough F B.Development of a Roller-Compacted Concrete Pavement Crack and Joint Spacing Model.Transportation Research Record 1568.Washington D.C.,1996.
  • 4Holt.E E Influence of early age volume changes on long—term concrete shrinkage.Submission to transportation research board.Washington D.C.,January 1998.
  • 5张登良 郑南翔.半刚性材料抗裂性能研究[R].西安:长安大学,1988.30-40.
  • 6JTJ014-97公路沥青路面设计规范[S].北京:人民交通出版社,1997.
  • 7JTJ057-94公路无机结合料稳定材料试验规程[S].北京:人民交通出版社,1994.

共引文献23

同被引文献24

引证文献3

二级引证文献14

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