• DocumentCode
    3261893
  • Title

    Application of uniform design method on evaluation of internal factors to asphalt mixes fatigue life

  • Author

    Jiangmiao, Yu ; Xiaoning, ZHANG

  • Author_Institution
    Sch. of Civil Eng. & Transp., South China Univ. of Technol., Guangzhou, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    131
  • Lastpage
    134
  • Abstract
    A fractional factorial experimental design method named "uniform design" was applied on a four point bending experiment to evaluate the internal factors to fatigue performance of asphalt mixes. The internal factors considered in this study include asphalt type, asphalt content, air void, gradation, and the nominal maximum aggregate size. Then the regression models expressing the relationships between the internal factors and initial flexural stiffness and fatigue life were established. It is pointed that if the asphalt content increases by 1%, it will cause a 97% of increase in fatigue life; if the air void increases by 1%, it will cause a 4% decrease in fatigue life; if the penetration value of asphalt binder increases by 10, it will cause a 19% of increase in fatigue life. The results indicate that the number of fatigue test can be effectively reduced by using uniform design.
  • Keywords
    asphalt; fatigue; fatigue testing; air void; asphalt binder; asphalt content; asphalt mixes fatigue life; fatigue performance; fatigue test; flexural stiffness; fractional factorial; gradation; maximum aggregate size; regression model; uniform design method; Asphalt; Fatigue; Interference; Laboratories; Predictive models; Strain; Transportation; asphalt mixes; experimental design; fatigue life; influencing factor; prediction model; regression analysis;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5776477
  • Filename
    5776477