• DocumentCode
    2851917
  • Title

    Mountain asphalt pavement in high temperature and rainy area

  • Author

    Wuyi Feng ; Naixing Liang ; Yuanwen Cao ; Yu Wang

  • Author_Institution
    Chongqing Jiaotong Univ., Chongqing, China
  • fYear
    2009
  • fDate
    17-17 Oct. 2009
  • Firstpage
    223
  • Lastpage
    226
  • Abstract
    The mountain pavement in Southwestern China is likely to produce rut, cracks, and subsidence because the area is high in temperature and rainy. Therefore, this poses strict requirement concerning high temperature stability and water stability of pavement performance. This paper puts forward the new SBS asphalt mixture design, basement design, and construction method based on optimal mineral aggregate gradation in the design of pavement of Jiangjin-Hejiang segment of Chengdu-Chongqing highway. Indexes of the segment built up in two years are good; the benefits achievement can be referenced by new highway construction and reconstruction. In the highway construction in western China, the most difficult constructing is in southwestern mountains. It is high in temperature and rainy in southwestern mountains, asphalt pavement needs strict pavement performance. Because high temperature (average temperature is more than 20 ??C in summer) is likely to cause rutting, the high temperature stability is very important in the asphalt mixture paving in construction. On the other hand, flood is the most important reason in pavement disease, reflection crack and net split and subsidence in rainy mountains (annual precipitation is more than 1400 mm). The aggregate gradation should meet the following requirements: (1) good anti-deformability in high temperature and resistant water damage ability; (2) good workability and compatibility in construction; (3) maintain the whole compactness of asphalt structure. Hence, this paper focuses on the design of pavement of Jiangjin-Hejiang segment of Chengdu-Chongqing highway.
  • Keywords
    aggregates (materials); asphalt; cracks; design engineering; mechanical stability; mixtures; rain; road building; structural engineering; workability; Chengdu-Chongqing highway; Jiangjin-Hejiang segment; SBS asphalt mixture design; Southwestern China; antideformability; asphalt pavement; basement design; compactness; construction method; cracks; high temperature stability; highway reconstruction; mountain pavement; optimal mineral aggregate gradation; rainy area; reflection crack; rut; subsidence; water resistant; water stability; workability; asphalt pavement; high temperature and rain; mountain pavement; pavement performance;
  • fLanguage
    English
  • Publisher
    iet
  • Conference_Titel
    Advanced Forum on Transportation of China (AFTC 2009), 5th
  • Conference_Location
    Beijing
  • ISSN
    0537-9989
  • Type

    conf

  • DOI
    10.1049/cp.2009.1617
  • Filename
    5499212