中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2018, Vol. 37 ›› Issue (06): 42-47.DOI: 10.3969/j.issn.1674-0696.2018.06.07

• 道路与铁道工程 • 上一篇    下一篇

透水沥青混合料透水特性及路用性能研究

徐 洪 跃   

  1. (河南高速公路发展有限责任公司,河南 郑州 450000)
  • 收稿日期:2017-04-10 修回日期:2017-07-26 出版日期:2018-06-12 发布日期:2018-06-12
  • 作者简介:徐洪跃(1971—),男,河南方城人,高级工程师,主要从事公路与桥梁专业管理工作。E-mail:xuyh71@163.com。

Research on Permeability and Road Performance of Permeable Asphalt Mixtures

XU Hongyue   

  1. (Henan Expressway Development Co.,Ltd.,Zhengzhou 450000,Henan,P.R.China)
  • Received:2017-04-10 Revised:2017-07-26 Online:2018-06-12 Published:2018-06-12

摘要: 对比并分析确定PAC-10和PAC-13透水性沥青混合料的空隙率及透水系数的检测方法,对透水沥青混合料的空隙分布特性及透水性能进行检 测;并对混合料的高温性能、低温性能和水稳定性等路用性能进行研究。结果表明:PAC-13透水沥青混合料的有效空隙率百分比均显著大于PAC- 10。透水沥青混合料透水系数与有效空隙率存在良好的指数关系,而与空隙率相关关系较小,采用有效空隙率指标能较好的反映透水沥青混合料 的透水性能。随着粗集料增多,同种透水沥青混合料的高温性能增强,水稳定性和低温性能降低; PAC-10透水沥青混合料较PAC-13具有更好的水 稳定性和低温性能,而高温性能相对较差。

关键词: 道路工程, 透水沥青混合料, 透水性能, 路用性能, 空隙率分布特性, 透水系数

Abstract: The testing methods of void ratio and the permeability coefficient of different asphalt mixtures were contrasted and analyzed.The void ratio distribution characteristics and the permeability performance of permeable asphalt mixture were tested.Such road performances as high temperature performance,low temperature performance,and water stability of the mixture were studied and investigated.The results show that the effective void ratio percentage of PAC-13 permeable asphalt mixture is obviously greater than that of PAC-10.The permeable coefficient of permeable asphalt mixture and effective void ratio have a fine exponent relationship,and no correlation existed between the void ratio and height.Application of an effective void ratio index can better reflect the permeability of permeable asphalt.With roughening,the grading of high temperature performance of the same type of permeable asphalt mixture increases and its water stability and low temperature performance is reduced.Relatively speaking,PCA-10 permeable asphalt mixture,compared with PAC-13,has better water stability and low temperature performance but relatively poor high temperature performance.

Key words: highway engineering;permeable asphalt mixture, permeable performance, road performance, distribution characteristic of void ratio, permeable coefficient

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