孔隙走向引起的大空隙沥青混合料渗水性能方向差异
CSTR:
作者:
基金项目:

国家自然科学基金资助项目(50175095);中央高校基本科研业务费专项资金资助项目(2015B17014)


Permeability Anisotropy of Open Graded Friction Courses Due to Heterogeneous Distribution of Air Voids
Author:
  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献 [13]
  • |
  • 相似文献
  • |
  • 引证文献
  • | |
  • 文章评论
    摘要:

    为了分析大空隙沥青混合料中孔隙走向特征及其引起的渗水性能方向差异,采用X射线CT扫描4组不同空隙率的大空隙沥青混合料马歇尔试件,通过图像处理技术测试试件在径向和竖向截面内孔隙形状参数,分析混合料中竖向和径向孔隙的分布差异。对旋转压实成型的大空隙沥青混合料试件,沿着径向和竖向钻孔取芯,采用开发的渗水仪,测试芯样12个方向的渗水系数,分析旋转压实试件在径向平面内12个角度和竖向平面内12个角度上渗水系数的差异。结果表明,大空隙沥青混合料径向与竖向孔隙具有不同的分布特征,径向空隙率更大,孔径更均匀,单位截面上径向孔隙数量更多;大空隙沥青混合料的渗水系数存在明显的方向差异性,竖直平面内不同角度上渗水系数的差异高于水平面内,竖直平面内在越趋于水平的方向上渗水系数越大。

    Abstract:

    Four types of open graded friction courses (OGFC) Marshall compacted samples with different air void contents were scanned with the X-ray computed tomography (CT). The air voids were obtained through digital image processing (DIP) of two-dimensional images. The difference of the air voids distribution on the horizontal and vertical section of the OGFC sample was analyzed. The horizontal and vertical cores were obtained by drilling the Superpave gyratory compactor (SGC) sample respectively. The permeability coefficients along twelve directions on the horizontal and vertical plane of each core were tested respectively using a developed constant head permeameter and a proposed permeability anisotropy test procedure. Results show that the air void on vertical section of the OGFC sample has more uniform size,content and quantity than that on the horizontal section. OGFC mixture has more interconnected air voids in the radial direction as compared to the vertical direction. Permeability anisotropy is existed inside the OGFC mixture. The degree of permeability anisotropy on the vertical plane is more than that on the horizontal plane of OGFC mixture. On the vertical plane,the permeability in the horizontal direction has the maximum value;while the minimum permeability was found when the water flow was in the vertical direction of SGC sample.

    参考文献
    [1] COLWILLD M,BOWSKILL G J,NICHOLLS J C,et al.Porous Asphalt Trials in the United Kingdom[J].Transportation Research Record,1993,1427(1):13-21.
    [2] ALVAREZ A E,MARTIN A E,ESTAKHRI C.A Review of Mix Design and Evaluation Research for Permeable Friction Course Mixtures[J].Construction and Building Materials,2011,25(3):1159-1166.
    [3] 李国强,邓学钧.路面透水表层临界空隙率研究[J].中国公路学报,1996,9(2):28-33.
    [4] JTG F40-2004,公路沥青路面施工技术规范[S].
    [5] LINK R E,TAN S A,FWA T F.Automatic Field Permeameter for Drainageproperties of Porous Asphalt Mixes[J].Journal of Testing Evaluation,1999,27(1):57-62.
    [6] CHEN J,LI H,HUANG X,et al.Permeability Loss of Open Graded Friction Course Mixtures Due to Deformation-Related and Particle-Related Clogging:Understanding from a Laboratory Investigation[J].Journal of Materials in Civil Engineering,2015,27(11),04015023.
    [7] MASAD E,MUHUTHAN B,SHASHIDAR N,et al.Internal Structure Characterization of Asphalt Concrete Using Image Analysis[J].Journal of Computing in Civil Engineering,1999,13(2):88-95.
    [8] AL-OASMARI A,MAD E.Three Dimensional Simulation of Fluid Flow in X-ray CT Images of Porous Media[J].International Journal for Numerical and Analytical Methods in Geomechanics,2004,28:1327-1360.
    [9] KUTAY M E,AYDILEK A H,MASAD E,et al.Computational and Experimental Evaluation of Hydraulic Conductivity Anisotropy in Hot-mix Asphalt[J].International Journal of Pavement Engineering,2007,8(1):29-43.
    [10] MASAD E,AL-OMARI A,CHEN H C.Computations of Permeability Tensor Coefficients and Anisotropy of Asphalt Concrete Based on Microstructure Simulation of Fluid Flow[J].Computational Materials Science,2007,40:449-459.
    [11] GRUBER I,ZINOVIK I,HOLZER L,et al.A Computational Study of the Effect of Structural Anisotropy of Porous Asphalt on Hydraulic Conductivity[J].Construction and Building Materials,2012,36:66-77.
    [12] 张肖宁.基于X-ray CT的沥青混合料计算机辅助设计技术的研究进展[J].交通科学与工程,2010(2):1-8.
    [13] 谭忆秋,任俊达,纪伦,等.基于X-ray CT的沥青混合料空隙测试精度影响因素分析[J].哈尔滨工业大学学报,2014,46(6):65-71.
    相似文献
    引证文献
引用本文

马谢,陈俊.孔隙走向引起的大空隙沥青混合料渗水性能方向差异[J].河北工程大学自然版,2019,36(4):25-30

复制
分享
文章指标
  • 点击次数:654
  • 下载次数: 592
  • HTML阅读次数: 0
  • 引用次数: 0
历史
  • 收稿日期:2019-08-10
  • 在线发布日期: 2019-12-31
文章二维码