• DocumentCode
    2080727
  • Title

    Analysis of different fillers on performance of asphalt mastic

  • Author

    Chen, Jing ; Zhou, Liang ; Hao, Pei-wen

  • Author_Institution
    Key Lab. for Special Area Highway Eng. of Minist. of Educ., Chang´´an Univ., Xi´´an, China
  • fYear
    2011
  • fDate
    16-18 Dec. 2011
  • Firstpage
    2379
  • Lastpage
    2382
  • Abstract
    The main objective of this study is to evaluate high temperature performance of asphalt mastic made with hydrated lime or ordinary Portland cement. Softening point, Dynamic Shear Rheological and Viscosity Tests were conducted. The results demonstrated that asphalt mastic with hydrated lime showed significant improvement at the low replacement level, however, higher hydrated lime may lead to lower construction workability. It is recommended that to control the replacement level of hydrated lime not exceed 30% in practical application. The performance of cement asphalt mastic increase with addition of ordinary Portland cement. It is found that workability performance of cement asphalt mastic is markedly improvement with the increase of Filler/Asphalt Ratio.
  • Keywords
    asphalt; cements (building materials); construction industry; mechanical testing; performance evaluation; rheology; viscosity; workability; asphalt mastic performance; construction workability; different filler analysis; dynamic shear rheological tests; filler-asphalt ratio; high temperature performance evaluation; hydrated lime; ordinary Portland cement; softening point; viscosity tests; Asphalt; Minerals; Mortar; Powders; Softening; Temperature; Viscosity; Asphalt mixture; asphalt mastic; cement; high temperature performance; hydrated lime; workability;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Transportation, Mechanical, and Electrical Engineering (TMEE), 2011 International Conference on
  • Conference_Location
    Changchun
  • Print_ISBN
    978-1-4577-1700-0
  • Type

    conf

  • DOI
    10.1109/TMEE.2011.6199699
  • Filename
    6199699