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Automatic pavement macrotexture depth calculation using a statistical approach based on the tire/road noise signal by directional microphones

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Języki publikacji
EN
Abstrakty
EN
This paper develops an automatic method to calculate the macrotexture depth of pavement roads, using the tire/road noise data collected by the two directional microphones mounted underneath a moving test vehicle. The directional microphones collect valid tire/road noise signal at the travel speed of 10–110 km/h, and the sampling frequency is 50 kHz. The tire/road noise signal carries significant amount of road surface information, such as macrotexture depth. Using bandpass filter, principal component analysis, speed effect elimination, Gaussian mixture model, and reversible jump Markov Chain Monte Carlo, the macrotexture depth of pavement roads can be calculated from the tire/road noise data, automatically and efficiently. Compared to the macrotexture depth results by the sand-patch method and laser profiler, the acoustic method has been successfully demonstrated in engineering applications for the accurate results of macrotexture depth with excellent repeatability, at the test vehicle’s travel speed of 10-110 km/h.
Rocznik
Strony
art. no. e140519
Opis fizyczny
Bibliogr. 22 poz., rys.
Twórcy
autor
  • China Merchants Chongqing Communications Technology Research & Design Institute Co., Ltd, 33 Xuefu Road, Nan’an District, Chongqing, PR China, 400067
autor
  • China Merchants Roadway Information Technology (Chongqing) Co., Ltd, 33 Xuefu Road, Nan’an District, Chongqing, PR China, 400067
autor
  • China Merchants Roadway Information Technology (Chongqing) Co., Ltd, 33 Xuefu Road, Nan’an District, Chongqing, PR China, 400067
  • China Merchants Roadway Information Technology (Chongqing) Co., Ltd, 33 Xuefu Road, Nan’an District, Chongqing, PR China, 400067
Bibliografia
  • [1] ISO. “Characterization of pavement texture by use of surface profiles – Part 1: Determination of Mean Profile Depth.” 13473-1 1997(E), 1st Ed. American National Standards Institute,Washington, DC, USA, 1997.
  • [2] A. Gendy and A. Shalaby, “Mean profile depth of pavement surface macrotexture using photometric stereo techniques,” J. Transp. Eng., vol. 133, no. 7, pp. 433-440, 2007, 10.1061/(ASCE)0733-947X(2007)133:7(433).
  • [3] M. Stroup-Gardiner and E.R. Brown, “Segregation in hot-mix asphalt pavements”. Report No. 441, Transportation Research Board, Washington, DC, 2000.
  • [4] M. Iwanski and A. Chomicz-Kowalska, “Evaluation of pavemeng performance,” Bull. Pol. Acad. Sci. Tech. Sci., vol. 63, no. 1, pp. 97–105, 2015, doi: 10.1515/bpasts-2015-0011.
  • [5] Z. Qian, Y. Xue, and L. Zhang, “3-D textural fractal dimension and skid resistance of asphalt pavement,” J. Cent. South Univ. Sci. Technol., vol. 47, no. 10, pp. 3590–3596, 2016, doi: 10.11817/j.issn.1672-7207.2016.10.041.
  • [6] Z. Huang, X. Zhai, and N. Liang, “Study of evaluation method of asphalt pavement structure depth based on digital image processing technology,” J. Hefei Univ. Technol. Natural Sci., vol. 40, no. 10, pp. 1383–1388, 2017.
  • [7] T. Miller, D. Swiertz, L. Tashman, N. Tabatabaee, and H. Bahia, “Characterization of asphalt pavement surface texture,” Transp. Res. Rec., vol. 2295, no. 1, pp. 19–26, 2012, doi: 10.3141/2295-03.
  • [8] G. Yang, H. Wang, and Y. Pan, “Detection and evaluation method of pavement wearing based on multi-line texture,” China J. Highway Transp., vol. 29, no. 3, pp. 36–40, 2016.
  • [9] W. Liu and X. Huang, “Research on standardization of FDR soil water content sensor applied in pavement structures,” North Transp., vol 3, pp. 9–13, 2013.
  • [10] ASTM. “ASTM Standard E965, Standard Test Method for Measuring Pavement Macrotexture Depth Using a Volumetric Technique,” ASTM International, West Conshohocken, PA, USA, 2004.
  • [11] G.W. Flintsch, E. De Leon, K. McGhee, and I.L. Al-Qadi, “Pavement surface macrotexture measurement and application,” Transp. Res. Rec., vol. 1860, no. 1, pp. 168–177, 2003, doi: 10.3141/1860-19.
  • [12] Ministry of Transport of the PRC. “JTG E60, Field test methods of subgrade and pavement for highway engineering,” Beijing, PRC, 2008.
  • [13] C. Burroughs and E. Dugan, “Measurement and analysis of blank tire tread vibration and radiated noise,” The Institute for Safe, Quiet and Durable Highways, Report No. SQDH 2003-3, July 2003.
  • [14] F. Wullens and W. Kropp, “A three-dimensional contact model for tyre/road interaction in rolling conditions,” Acta Acust. united Acust., vol. 90, no. 4, pp. 702–711, 2004, doi: 10.1121/1.1759731.
  • [15] U. Sandberg. “Tyre/Road noise – myths and realities,” in Proc. of Inter-noise, 2001, Hague, Netherlands, August 2001.
  • [16] R. Veres, J. Henry, and J. Lawther, “Use of tire noise as a measure of pavement macrotexture,” in Surface Texture Versus Skidding: Measurements, Frictional Aspects, and Safety Features of Tire-Pavement Interactions. West Conshohocken, PA, USA: ASTM International, 1975, pp. 18–28.
  • [17] R.R. Hegmon, “Definition and measurement of pavement surface roughness,” Wear, vol. 57, no. 1, pp. 127–136, 1979, doi: 10.1016/0043-1648(79)90146-7.
  • [18] U. Sandberg and J. Ejsmont, Tyre/Road Noise Reference Book. Kisa, Sweden: Informex, 2002.
  • [19] N. Nilsson, “External tire/road noise from trailing contact edge – the excitation process,” IFM Report 6380.01, IFM Akustikbyran AB. Stockholm, Sweden, 1980.
  • [20] T. Beckenbauer, “Research program 03.293R95M: Influence of the road surface texture on the tyre/road noise,” German Ministry of Transport and German Highway Research Institute, 2001.
  • [21] H. Abdi and L. Williams, “Principal Component Analysis,” WIREs Comp. Stat., vol. 2, no. 4, pp. 433–459, 2010, doi: 10.1002/wics.101.
  • [22] C. Holmes, and B. Mallick, “Bayesian radial basis functions of variable dimension,” Neural Computation, vol. 10, pp. 1217–1233, 1998, doi: 10.1162/089976698300017421.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-621dd320-d804-4ecc-b59d-c5989204d60c
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