留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

路面纹理的多重分形特征描述与识别方法

王维锋 严新平 肖旺新 初秀民

王维锋, 严新平, 肖旺新, 初秀民. 路面纹理的多重分形特征描述与识别方法[J]. 交通运输工程学报, 2013, 13(3): 15-21. doi: 10.19818/j.cnki.1671-1637.2013.03.003
引用本文: 王维锋, 严新平, 肖旺新, 初秀民. 路面纹理的多重分形特征描述与识别方法[J]. 交通运输工程学报, 2013, 13(3): 15-21. doi: 10.19818/j.cnki.1671-1637.2013.03.003
WANG Wei-feng, YAN Xin-ping, XIAO Wang-xin, CHU Xiu-min. Approach of multifractal feature description and recognition for pavement texture[J]. Journal of Traffic and Transportation Engineering, 2013, 13(3): 15-21. doi: 10.19818/j.cnki.1671-1637.2013.03.003
Citation: WANG Wei-feng, YAN Xin-ping, XIAO Wang-xin, CHU Xiu-min. Approach of multifractal feature description and recognition for pavement texture[J]. Journal of Traffic and Transportation Engineering, 2013, 13(3): 15-21. doi: 10.19818/j.cnki.1671-1637.2013.03.003

路面纹理的多重分形特征描述与识别方法

doi: 10.19818/j.cnki.1671-1637.2013.03.003
基金项目: 

国家自然科学基金项目 51208394

国家自然科学基金项目 50978127

详细信息
    作者简介:

    王维锋(1979-), 男, 湖北京山人, 江苏省交通规划设计院股份有限公司工程师, 工学博士, 从事智能交通系统工程研究

  • 中图分类号: U416.217

Approach of multifractal feature description and recognition for pavement texture

More Information
  • 摘要: 应用多重分形理论验证了路面纹理的多尺度特性, 研究了路面纹理多重分形谱的直接计算方法以及权重因子对计算结果的影响规律。测量了4组不同级配的沥青混凝土样块纹理高程值, 利用小波变换消除噪声数据, 分别计算各组样块纹理的多重分形谱参数, 构建了一种应用多重分形谱描述与识别路面纹理特征的新方法。分析结果表明: 路面纹理呈现出复杂性与自相似性特征, 不同路面纹理之间的多重分形谱存在明显的差异性; 路面纹理越复杂, 高程波度越剧烈, 多重分形谱参数越大, 反之则越小; 对于相同类型的路面纹理, 多重分形谱形状和参数均相近。可见, 多重分形是一种描述与识别路面纹理特征的有效方法。

     

  • 图  1  不同类型的4组沥青路面样块

    Figure  1.  Four types of asphalt pavement samples

    图  2  基于小波变换的样块表面高程数据滤波

    Figure  2.  Eliminating noises of profile heights using wavelet transformation

    图  3  χq(L)与L的关系

    Figure  3.  Relationship between χq(L) and L

    图  4  τ(q)随q的变化曲线

    Figure  4.  Change curve of τ(q) with q

    图  5  AB与ln(L)的关系

    Figure  5.  Relationships among A, B and ln(L)

    图  6  f(α)和αq值变化曲线

    Figure  6.  Change curves of f(α) and α with q values

    图  7  q取值范围对计算多重分形谱的影响

    Figure  7.  Influences of q ranges on computational multifractal spectra

    图  8  样块表面纹理的多重分形谱

    Figure  8.  Multifractal spectra of sample surface textures

    图  9  不同类型样块Δα与Δf的变化

    Figure  9.  Changes of Δα and Δf for different samples

    表  1  多重分形谱参数

    Table  1.   Parameters of multifractal spectra

    下载: 导出CSV
  • [1] ASI I M. Evaluation skid resistance of different asphalt concrete mixes[J]. Building and Environment, 2007, 42(1): 325-329. doi: 10.1016/j.buildenv.2005.08.020
    [2] MAYORA J M P, PINA R J. An assessment of the skid resistance effect on traffic safety under wet-pavement conditions[J]. Accident Analysis and Prevention, 2009, 41(4): 881-886. doi: 10.1016/j.aap.2009.05.004
    [3] ASTM E274/E274M-11, standard test method for skid resistance of paved surface using full-scale tire[S].
    [4] ISO13473-1: 1997, characterization of pavement texture by use of surface profiles—part I: determination of mean profile depth[S].
    [5] ERGUN M, LYINAM S, LYINAM A F. Prediction of road surface friction coefficient using only macro and microtexture measurements[J]. Journal of Transportation Engineering, 2005, 131(4): 311-319. doi: 10.1061/(ASCE)0733-947X(2005)131:4(311)
    [6] 初秀民, 李永, 严新平, 等. 基于微观形貌特征的沥青路面抗滑性能评价研究进展[J]. 交通与计算机, 2007, 25(1): 61-65. https://www.cnki.com.cn/Article/CJFDTOTAL-JTJS200701016.htm

    CHU Xiu-min, LI Yong, YAN Xin-ping, et al. Development of skid resistance evaluation based on asphalt pavement microtexture[J]. Computer and Communications, 2007, 25(1): 61-65. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JTJS200701016.htm
    [7] KOKKALIS A G, TSOHOS G H, PANAGOULI O K. Consideration of fractals potential in pavement skid resistance evaluation[J]. Journal of Transportation Engineering, 2002, 128(6): 591-595. doi: 10.1061/(ASCE)0733-947X(2002)128:6(591)
    [8] KOKKALIS A G, PANAGOULI O K. Fractal evaluation ofpavement skid resistance variations. Ⅰ: surface wetting[J]. Chaos, Solitons and Fractals, 1998, 9(11): 1875-1890. doi: 10.1016/S0960-0779(97)00138-0
    [9] KOKKALIS A G, PANAGOULI O K. Fractal evaluation of pavement skid resistance variations. Ⅱ: surface wear[J]. Chaos, Solitons and Fractals, 1998, 9(11): 1891-1899. doi: 10.1016/S0960-0779(98)00185-4
    [10] PANAGOULI O K, KOKKALIS A G. Skid resistance and fractal structure of pavement surface[J]. Chaos, Solitons and Fractals, 1998, 9(3): 493-505. doi: 10.1016/S0960-0779(97)00085-4
    [11] VALLEJO L E. Fractal assessment of the surface texture of pavements[J]. International Journal of Pavement Engineering, 2001, 2(2): 149-156. doi: 10.1080/10298430108901723
    [12] LOEHLE C, LI B L. Statistical properties of ecologic and geologic fractals[J]. Ecological Modelling, 1996, 85(2/3): 271-284.
    [13] VOSS R F. Random fractals: characterization and measurement[R]. New York: Plenum, 1985.
    [14] MANDELBROT B B. How long is the coast of Britain? statistical self-similarity and fractional dimension[J]. Science, 1967, 156(3775): 636-638. doi: 10.1126/science.156.3775.636
    [15] STANLEY H E, MEAKIN P. Multifractal phenomena in physics and chemistry[J]. Nature, 1988, 335: 405-409. doi: 10.1038/335405a0
    [16] CHHABRA A B, MENEVEAU C, JENSEN R V, et al. Direct determination of the f(α) singularity spectrum and its application to fully developed turbulence[J]. Physical Review A, 1989, 40(9): 5284-5294. doi: 10.1103/PhysRevA.40.5284
    [17] POSADAS A N D, GIMENEZ D, QUIROZ R, et al. Multifractal characterization of soil pore systems[J]. Soil Science Society of America Journal, 2003, 67(5): 1361-1369. doi: 10.2136/sssaj2003.1361
    [18] WANG Wei-feng, YAN Xin-ping, HUANG He-lai, et al. Design and verification of a laser based device for pavement macrotexture measuerment[J]. Transportation Research Part C: Emerging Technologies, 2011, 19(4): 682-694.
    [19] 孙霞, 傅竹西, 吴自勤. 薄膜生长的多重分形谱的计算[J]. 计算物理, 2001, 18(3): 247-252. doi: 10.3969/j.issn.1001-246X.2001.03.011

    SUN Xia, FU Zhu-xi, WU Zi-qin. Multifractal calculation of thin film growth[J]. Chinese Journal of Computational Physics, 2001, 18(3): 247-252. (in Chinese). doi: 10.3969/j.issn.1001-246X.2001.03.011
  • 加载中
图(9) / 表(1)
计量
  • 文章访问数:  857
  • HTML全文浏览量:  154
  • PDF下载量:  1415
  • 被引次数: 0
出版历程
  • 收稿日期:  2012-12-18
  • 刊出日期:  2013-06-25

目录

    /

    返回文章
    返回