Temperature Normalization of Flexible Pavement Response Measurements

被引:0
|
作者
Timm, David [1 ]
机构
[1] Auburn Univ, Civil Engn, Auburn, AL 36849 USA
关键词
Asphalt; Instrumentation; Temperature; Normalization;
D O I
10.1007/978-3-030-55236-7_59
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Full-scale accelerated flexible pavement testing often features embedded instrumentation to characterize the structural response of the pavement to changing external conditions such as tire loading, vehicle speed, temperature, aging and pavement condition. These measurements, such as horizontal tensile strain in the asphalt layers and compressive stresses in the underlying foundation layers, are often linked to distress development. A common challenge with these measurements is the confounding effect that temperature has on understanding the other effects and the need to normalize measurements to a standard reference temperature. This paper describes the approach to temperature normalization developed at the National Center for Asphalt Technology Pavement Test Track. The approach utilizes an exponential power function to develop section-specific temperature correction factors that effectively normalizes strain and pressure data to a standard reference temperature. Once temperature normalization has been completed, trends in the data related to aging and pavement damage are more easily identified and understood. Several case studies from prior Test Track investigations are presented to illustrate the normalization process and data interpretation.
引用
收藏
页码:574 / 582
页数:9
相关论文
共 50 条
  • [21] Improving a pavement-watering method on the basis of pavement surface temperature measurements
    Hendel, Martin
    Colombert, Morgane
    Diab, Youssef
    Royon, Laurent
    URBAN CLIMATE, 2014, 10 : 189 - 200
  • [22] Mechanical response of flexible asphalt pavement under large temperature difference and temperatures during four seasons
    Ren, Guiping
    Shen, Aiqin
    Wu, Hansong
    Pan, Hongmei
    Deng, Shiyi
    Wang, Ligen
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 437
  • [23] Using pavement as solar collector - Effect on pavement temperature and structural response
    van Bijsterveld, WT
    Houben, LJM
    Scarpas, A
    Molenaar, AAA
    DESIGN AND REHABILITATION OF PAVEMENTS 2001: PAVEMENT DESIGN, MANAGEMENT, AND PERFORMANCE, 2001, (1778): : 140 - 148
  • [24] Pavement structure mechanics response of flexible on semi-flexible overlay that based on the old cement concrete pavement damage
    Jiang, Ruinan
    Zhu, Baolin
    Tian, Miaomiao
    Cao, Yanhua
    2015 7TH INTERNATIONAL CONFERENCE ON MECHANICAL AND ELECTRONICS ENGINEERING (ICMEE 2015), 2015, 31
  • [25] Air temperature based climate zones for flexible pavement designs
    Yang, Xu
    You, Zhanping
    Hiller, Jacob
    Watkins, David
    FUNCTIONAL PAVEMENT DESIGN, 2016, : 113 - 113
  • [26] Determining Temperature Dependence of Dielectric Response by Temperature Normalization Method
    Gao, Yanfeng
    Cai, Wei
    Lu, Yi
    Deng, Chun
    Gao, Shun'an
    Xue, Wenxiang
    Wang, Shuyuan
    Wang, Hui
    Zhang, Jifei
    PROCEEDINGS OF THE 21ST INTERNATIONAL SYMPOSIUM ON HIGH VOLTAGE ENGINEERING, VOL 1, 2020, 598 : 714 - 723
  • [27] Changes in key flexible pavement condition measurements for typical warranty periods
    Stroup-Gardiner, Mary
    Zech, Wesley C.
    Rathod, Jignesh
    TRANSPORTATION RESEARCH RECORD, 2007, (1990) : 14 - 22
  • [28] Mechanical response of an unbound granular base course for a flexible pavement
    Smith, DM
    Rollings, RS
    Peters, JF
    Metcalf, JB
    UNBOUND AGGREGATES IN ROAD CONSTRUCTION, 2000, : 325 - 334
  • [29] Influence of vertical load models on flexible pavement response - An investigation
    Civil Engineering Department, Faculty of Engineering, University of Porto, R. Dr Roberto Frias s/n, 4200-465 Porto, Portugal
    Int. J. Pavement Eng., 2008, 4 (247-255): : 247 - 255
  • [30] A pavement response model for base-reinforced flexible pavements
    Perkins, S. W.
    Cuelho, E. V.
    ADVANCED CHARACTERISATION OF PAVEMENT SOIL ENGINEERING MATERIALS, VOLS 1 AND 2, 2007, : 1463 - 1470