Pavement macrotexture measurement using tire/road noise

被引:4
作者
Zhang, Yiying [1 ,2 ]
McDaniel, J. Gregory [3 ]
Wang, Ming L. [4 ]
机构
[1] Pavement & Rd Maintenance Technol Inst, China Merchants Chongqing Communicat Technol Res, No 33 Xuefu Rd, Chongqing 400067, Peoples R China
[2] Design Inst Co Ltd, Chongqing 400067, Peoples R China
[3] Boston Univ, Dept Mech Engn, Boston, MA 02215 USA
[4] Northeastern Univ, Dept Civil & Environm Engn, Boston, MA 02115 USA
关键词
Macrotexture; Mean texture depth (MTD); Tire-generated sound; Principal component analysis (PCA); Pavement condition index (PCI);
D O I
10.1007/s13349-015-0100-4
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A method is developed to estimate pavement macrotexture depth (MTD), using measurements from a microphone mounted underneath a moving vehicle. The acoustic energy is assumed to have positive linear correlation with MTD of the pavement. However, the acoustic measurements will include tire-generated sound that carries information about the road features as well as noise generated by the environment and vehicle. The variations in frequency of the noise are assumed to be small compared to the variations in frequency of the signal related to road features, which allows principal component analysis (PCA) to filter noise from microphone data prior to estimating its energy over an optimally selected bandwidth. The acoustic energy computed from the first principal component (PC) is termed as PCA energy, which is an important variable for MTD prediction. The frequency band most relative to pavement macrotexture was determined to be 140-700 Hz. Then, an MTD prediction model was built based on a Taylor series expansion with two variables, PCA energy and driving speed. The model parameters were obtained from an engineered track (interstate highway) with known MTD and then applied to urban roads for the feasibility test. The predicted MTD extends its range from 0.4-1.5 mm of the engineered track to 0.2-3 mm, which is the typical range of MTD. In addition, the excellent repeatability of the MTD prediction is demonstrated by the urban road test. Moreover, the potential to use the predicted MTD for pavement condition assessment is discussed. Therefore, the PCA Energy Method is a reliable, efficient, and cost-effective approach to predict equivalent MTD for engineering applications as an important index for pavement condition assessment.
引用
收藏
页码:253 / 261
页数:9
相关论文
共 23 条
  • [1] [Anonymous], 1997, 134731 ISO AM NAT ST
  • [2] *ASTM, 2004, E965 ASTM
  • [3] ASTM, 2009, E1845 ASTM
  • [4] Dienes P., 1957, TAYLOR SERIES INTRO
  • [5] Pavement surface macrotexture measurement and applications
    Flintsch, GW
    de León, E
    McGhee, KK
    Al-Qadi, IL
    [J]. PAVEMENT ASSESSMENT, MONITORING, AND EVALUATION 2003: PAVEMENT DESIGN, MANAGEMENT, AND PERFORMANCE, 2003, (1860): : 168 - 177
  • [6] Greenberg MD, 1998, ADV ENG MATH, P1236
  • [7] Henry, 2000, EVALUATION PAVEMENT, V291
  • [8] Analysis of a complex of statistical variables into principal components
    Hotelling, H
    [J]. JOURNAL OF EDUCATIONAL PSYCHOLOGY, 1933, 24 : 417 - 441
  • [9] Jolliffe I. T., 2002, PRINCIPAL COMPONENT
  • [10] KMS & Associates Inc., 2007, MICR PAV MAN SYST