• DocumentCode
    3358066
  • Title

    Study on change discipline of rutting-test curve

  • Author

    Wu RuiLin ; Ma Guanghua

  • Author_Institution
    Sch. of Civil Eng. & Mech., Huazhong Univ. of Sci. & Technol., Wuhan, China
  • fYear
    2010
  • fDate
    26-28 June 2010
  • Firstpage
    1419
  • Lastpage
    1421
  • Abstract
    This study developed a rut prediction model for bituminous pavement based on long-term rut test. During the development of the rut prediction model, the long-term rut tests curves were obtained by testing asphalt samples with their performance in extension test time. Then, the numerical analysis of the curves had been done by using the Microsoft-Excel. The numerical analysis results indicated that there was completely non-linear relation between the rut depth and time in the conventional one-hour time test, but with the test time exceeding two hours, the comparatively stable linear relation was gradually obvious. From this study, it was concluded that the regression equations by using the 2-3 hours tests data could be as the theoretical basis of the rut prediction model for bituminous pavement.
  • Keywords
    asphalt; creep testing; numerical analysis; road building; Microsoft Excel; asphalt; bituminous pavement; extension test time; long-term rut tests curve; numerical analysis; regression equation; rut depth; rut prediction model; rutting-test curve; Asphalt; Nonlinear distortion; Numerical analysis; Predictive models; Road transportation; Stability analysis; Temperature; Testing; Vehicle dynamics; Wheels; bituminous pavement; change discipline; experiment curve; long-term; rut;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
  • Conference_Location
    Wuhan
  • Print_ISBN
    978-1-4244-7737-1
  • Type

    conf

  • DOI
    10.1109/MACE.2010.5536155
  • Filename
    5536155