Optimal Averaging and Localized Weak Spot Identification of Traffic Speed Deflectometer Measurements

被引:10
|
作者
Katicha, Samer W. [1 ]
Flintsch, Gerardo W. [1 ,2 ]
Ferne, Brian [3 ]
机构
[1] Virginia Polytech Inst & State Univ, Virginia Tech Transportat Inst, Ctr Sustainable Transportat Infrastruct, Blacksburg, VA 24061 USA
[2] Virginia Polytech Inst & State Univ, Virginia Tech Transportat Inst, Charles E Via Jr Dept Civil & Environm Engn, Blacksburg, VA 24061 USA
[3] Transport Res Lab, Wokingham RG40 3GA, Berks, England
关键词
BAYESIAN CONFIDENCE-INTERVALS; SMOOTHING SPLINE;
D O I
10.3141/2367-05
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
One of the main difficulties that arise during the analysis of continuous deflection measurements is the reduction of measurement variability (noise) without smoothing out important features or adversely affecting the true spatial variability, and no objective method has been available. The use of the smoothing spline determined through minimization of the generalized cross-validation criteria is proposed for denoising traffic speed deflectometer (TSD) deflection slope measurements. The generalized cross-validation criteria find the optimal trade-off between variance and bias so that the estimated smoothing spline gives the best smoothing fit (weighted moving average fit) for minimum mean square error with respect to the true deflection slope values. The smoothing spline fit allows the construction of a confidence interval for the true deflection slope as well as the use of outlier detection methods for identifying localized weak spots, such as those caused by cracks or weak joints in jointed concrete sections. In each case, the distribution and standard deviation of the measurement error is needed. It is shown that TSD measurement error distribution is well represented by a normal distribution, and an outlier robust method is used to evaluate the standard deviation. Example data analysis uses computer-generated data to simulate a smoothly varying deflection slope profile as well as a homogeneous profile with localized weak spots and uses actual TSD deflection slope measurements. The results show that smoothing spline denoising can significantly improve the interpretation of TSD deflection slope measurements.
引用
收藏
页码:43 / 52
页数:10
相关论文
共 17 条
  • [11] Development of a Structural Capacity Prediction Model Based on Traffic Speed Deflectometer Measurements
    Zihan, Zia Uddin Ahmed
    Elseifi, Mostafa A.
    Gaspard, Kevin
    Zhang, Zhongjie
    TRANSPORTATION RESEARCH RECORD, 2018, 2672 (40) : 315 - 325
  • [12] Impact of dynamic loading on pavement deflection measurements from traffic speed deflectometer
    Shen K.
    Wang H.
    Measurement: Journal of the International Measurement Confederation, 2023, 217
  • [13] Visco-Elastic Back-Calculation of Traffic Speed Deflectometer Measurements
    Nielsen, Christoffer P.
    TRANSPORTATION RESEARCH RECORD, 2019, 2673 (12) : 439 - 448
  • [14] Mechanistic-Based Approach to Utilize Traffic Speed Deflectometer Measurements in Backcalculation Analysis
    Zihan, Zia U. A.
    Elseifi, Mostafa A.
    Icenogle, Patrick
    Gaspard, Kevin
    Zhang, Zhongjie
    TRANSPORTATION RESEARCH RECORD, 2020, 2674 (05) : 208 - 222
  • [15] Development of an Artificial Neural Network-Based Procedure for the Verification of Traffic Speed Deflectometer Measurements
    Abohamer, Hossam
    Elseifi, Mostafa A.
    Zihan, Zia U. A.
    Wu, Zhong
    Kebede, Nathan
    Zhang, Zhongjie
    TRANSPORTATION RESEARCH RECORD, 2021, 2675 (09) : 1076 - 1088
  • [16] A new methodology to assess the remaining service life of motorway pavements at the network level from traffic speed deflectometer measurements
    Canestrari, Francesco
    Ingrassia, Lorenzo Paolo
    Spinelli, Paolo
    Graziani, Andrea
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2023, 24 (02)
  • [17] Robust Deflection Indices from Traffic-Speed Deflectometer Measurements to Predict Critical Pavement Responses for Network-Level Pavement Management System Application
    Nasimifar, Mahdi
    Thyagarajan, Senthilmurugan
    Siddharthan, Raj V.
    Sivaneswaran, Nadarajah
    JOURNAL OF TRANSPORTATION ENGINEERING, 2016, 142 (03)