期刊文献+

一种保水性路面路用性能的研究

Study on the performance of a water-based pavement
下载PDF
导出
摘要 研究了保水性路面混合料的高温稳定性、低温抗裂性、水稳定性等路用性能,并与OGFC路面混合料进行了对比分析;研究了保水性混合料路面的保水性能及降温性能。结果表明:保水性路面混合料的动稳定度比OGFC路面混合料至少高4000次·mm-1,其残留稳定度和冻融劈裂强度比均比OGFC路面混合料大,且其在-10℃时的低温弯拉应变较大、劲度模量较小,拥有较好的高温稳定性、水稳定性以及低温抗裂性能;保水性路面具有较强的保水功能,浸水24 h的保水量为2.8 kg/m 3;保水性路面具有较好的降温效果,比OGFC路面混合料路面降温10℃左右。 The road performance of high temperature stability,low temperature cracking resistance and water stability of water retaining pavement mixture was studied,and co MPared with OGFC pavement mixture.The water holding capacity and cooling performance of water retaining mixture pavement were studied.The results show that the water retentive pavement mixture dynamic stability than OGFC pavement mixture at least 4000 times mm-1,the residual stability and freeze-thaw splitting strength ratio of OGFC pavement mixture,and at-10 DEG C low-temperature bending strain,large stiffness modulus is small,high temperature stability and have a good water stability and low temperature crack resistance;the water retentive pavement has strong function of water retention,water retention and immersion for 24 h 2.8 kg/m 3;the water retentive pavement has better cooling effect,cooling temperature of about 10 than the OGFC pavement mixture pavement.
作者 叶博 YE Bo(Shanxi Academy of Communications Science Taiyuan Shanxi 030000)
出处 《黑龙江交通科技》 2020年第2期10-13,共4页 Communications Science and Technology Heilongjiang
基金 KY15-08陕西交通科技项目。
关键词 道路工程保水性路面劲度模量降温性能 road engineering water conservation pavement stiffness modulus cooling performance
  • 相关文献

参考文献3

二级参考文献35

  • 1JTG F40- 2004.公路沥青路面施工技术规范[s].,2004..
  • 2MISAKA I,NARITA K. A Study on Mitigating Ur ban Heat Island by Water Retentive Pavement: Part 2,Evaluation of Evaporation Characteristic of Thermo-sensitive Pavement[C]//Architectural Institute of Japan. Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan. Tokyo: Architectural Institute of Japan, 2005 : 639-640.
  • 3Japan Road Association. Explain for General Code of Asphalt Pavement Engineering[ M]. Tokyo : Maruzen Co. , Ltd. ,1992.
  • 4WITCZAK M W,MIRZA M W. AC Fatigue Analysis for 2002 Design Guide[R]. Tempe: Arizona State University,2000.
  • 5杨世铭,陶文铨.传热学[M].3版.北京:高等教育出版社,2003.
  • 6杜群乐,孙立军,黄卫东,王国清.不同设计方法下沥青混合料疲劳性能研究[J].同济大学学报(自然科学版),2007,35(9):1204-1208. 被引量:29
  • 7康海贵,郑元勋,蔡迎春,刘艳.实测沥青路面温度场分布规律的回归分析[J].中国公路学报,2007,20(6):13-18. 被引量:123
  • 8周淑贞;束炯.城市气候学[M]北京:气象出版社,1994.
  • 9赤木宽一.掺石膏的保水性铺装材料配比设计研究[A]日本名古屋:地盘工学会编辑委员会,2007.
  • 10高桥克则.掺高炉矿渣的保水性材料抑制路面温度效果评价[J]JFE技报,2008(19):28-32.

共引文献43

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