Asphalt pavement macrotexture monitoring in cracked surfaces by using an acoustical low-cost continuous method

被引:6
作者
Ganji, Mohammad Reza [1 ]
Ghelmani, Ali [2 ]
Golroo, Amir [1 ]
Sheikhzadeh, Hamid [2 ]
机构
[1] Amirkabir Univ Technol, Dept Civil & Environm Engn, 424 Hafez Ave,POB 15875-4413, Tehran, Iran
[2] Amirkabir Univ Technol, Dept Elect Engn, 424 Hafez Ave,POB 15875-4413, Tehran 424, Iran
关键词
Pavement macrotexture; Tire/road noise; Road profiler; Laser data; Signal processing; Artificial neural networks; ROAD PAVEMENTS; NOISE; TEXTURE; IDENTIFICATION; CLASSIFICATION;
D O I
10.1016/j.autcon.2021.103932
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Road surface friction is one of the most important parameters determining road safety and macrotexture is one of the important factors affecting it. There are two types of traditional and automated data gathering methods. One of the disadvantages of automated methods is the high cost of purchasing or manufacturing. The purpose of this study is evaluating the feasibility of a low-cost dynamic method based on tire/road noise to evaluate the macrotexture of cracked non-porous asphalt pavements. To this end, the tire/road noise gathering system has been developed inspired by the ISO 11819-2 standard. The developed system has been used for data collection alongside with the health monitoring system of the Amirkabir University of Technology. After data gathering, the relationship between macrotexture indices (laser based) and tire/road noise features has been evaluated. Using artificial neural networks, models for relating different sound and macrotexture indices in each frequency band are presented with the best correlation result being R-2 = 0.76 between MPD and power spectral density in the 500 to 1500 Hz frequency band. The results indicate that in cracked pavement surfaces, by focusing on the vibration mechanism, acceptable results can be achieved in macrotexture monitoring by using interaction noise.
引用
收藏
页数:13
相关论文
共 61 条
  • [41] Enhancing Pavement Surface Macrotexture Characterization by Using the Effective Area for Water Evacuation
    Mogrovejo, Daniel E.
    Flintsch, Gerardo W.
    Katicha, Samer W.
    Izeppi, Edgar D. de Leon
    McGhee, Kevin K.
    [J]. TRANSPORTATION RESEARCH RECORD, 2016, (2591) : 80 - 93
  • [42] Pavement characteristics affecting the frequency content of tire/pavement noise
    Ongel A.
    Harvey J.
    [J]. Noise Control Engineering Journal, 2011, 58 (06) : 563 - 571
  • [43] Paulo J.P., 2010, 39 INT C NOIS CONTR
  • [44] Identification of Road Pavement Types Using Bayesian Analysis and Neural Networks
    Paulo, Joel Preto
    Louis Bento Coelho, J.
    [J]. INTERNATIONAL JOURNAL OF ACOUSTICS AND VIBRATION, 2017, 22 (03): : 289 - 295
  • [45] Statistical classification of road pavements using near field vehicle rolling noise measurements
    Paulo, Joel Preto
    Coelho, J. L. Bento
    Figueiredo, Mario A. T.
    [J]. JOURNAL OF THE ACOUSTICAL SOCIETY OF AMERICA, 2010, 128 (04) : 1747 - 1754
  • [46] Modelling pavement surface characteristics for noise prediction through Bailey-related indicators
    Pratico, Filippo G.
    Briante, Paolo G.
    Celauro, Clara
    [J]. INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY, 2021, 14 (02) : 222 - 231
  • [47] Identification and mapping of asphalt surface deterioration by tyre-pavement interaction noise measurement
    Ramos-Romero, C.
    Leon-Rios, P.
    Al-Hadithi, B. M.
    Sigcha, L.
    de Arcas, G.
    Asensio, C.
    [J]. MEASUREMENT, 2019, 146 : 718 - 727
  • [48] Tyre-pavement interaction noise levels related to pavement surface characteristics
    Sakhaeifar, Maryam
    Banihashemrad, Amin
    Liao, Gongyun
    Waller, Brian
    [J]. ROAD MATERIALS AND PAVEMENT DESIGN, 2018, 19 (05) : 1044 - 1056
  • [49] Sandberg U., 2002, TYREROAD NOISE REFER
  • [50] Pavement Macrotexture Monitoring through Sound Generated by a Tire-Pavement Interaction
    Saykin, Vitaliy V.
    Zhang, Yiying
    Cao, Yinghong
    Wang, Ming L.
    McDaniel, J. Gregory
    [J]. JOURNAL OF ENGINEERING MECHANICS, 2013, 139 (03) : 264 - 271