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高速公路沥青路面渗水性能

Permeability of asphalt pavement at expressway

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【作者】 高英曹荣吉刘朝晖张庆芸

【Author】 GAO Ying1,CAO Rongji2,LIU Zhaohui3,ZHANG Qingyun3 (1School of Transportation, Southeast University, Nanjing 210096, China; 2Transportation Research Institute of Jiangsu Province, Nanjing 210017, China; 3Expressway Construction Headquarter of Jiangsu Province, Nanjing 210004, China)

【机构】 东南大学交通学院江苏省交通科学研究院江苏省高速公路建设指挥部江苏省高速公路建设指挥部 江苏南京 210096江苏南京 210017江苏南京 210004江苏南京 210004

【摘要】 通过对三条在建高速公路沥青路面渗水系数的测试,分析得出沥青路面渗水性能与沥青混合料的类型、路面现场空隙率、结构层厚度及路面表面构造深度有关。测试结果统计分析表明相同空隙率下,粗级配的混合料更易渗水;相同级配下,路面现场空隙率越大,表面构造深度越大,路面越易渗水;路面渗水系数随路面厚度的增加而减少;建议沥青路面渗水系数应作为高速公路施工中一项质量控制指标,并初步提出控制标准的建议值。

【Abstract】 Permeability test was done at three expressways in 2001. Based on the test data, it is concluded that permeability of asphalt pavement is affected by mixture type,in place air void, thickness of layer and surface structure; coarse mixture is more permeable to water than dense one with the same in place air void. Increasing in place air void and surface structure can cause larger permeability; thicker pavement is less permeable to water; permeability should be worked as a quality control index, and a suggested control value is given based on the statistical analysis. 2 tabs, 9 figs, 8 refs.

【基金】 江苏省交通科学研究计划项目(01Y001)
  • 【文献出处】 交通运输工程学报 ,Journal of Traffic and Transportation Engineering , 编辑部邮箱 ,2003年03期
  • 【分类号】U416.217
  • 【被引频次】36
  • 【下载频次】560
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