• DocumentCode
    536772
  • Title

    Loading Stress Analysis of Cement Concrete Pavement in Pumping Status

  • Author

    Yang Bin ; Cheng Chuantong ; Li Yu ; Wen Xinkun ; Huang Jinhua ; Liang Wei

  • Author_Institution
    Coll. of Civil Eng. & Archit., Guangxi Univ., Nanning, China
  • fYear
    2010
  • fDate
    7-9 Nov. 2010
  • Firstpage
    1
  • Lastpage
    5
  • Abstract
    By focusing on pumping diseases beneath the cement concrete pavement under rainy weather and heavy-loading transportation, this paper analyzed the stress in the cement concrete pavement with different thickness (20~32cm) in pumping status when it is worked under different loading of vehicles. By using finite elements method, this paper has established a 3D finite element model when the concrete pavement is in pumping status, and respectively calculated the loading stress in positions such as slab corner, central of longitudinal joint, transverse joint and slab central. The theoretical analysis shows that, adding the thickness of the slab will effectively defend against the pumping with certain area, reduce loading stress and avoid the crack damage to the concrete pavement. However, the thicker the slab is added, the less effect for the pumping. Therefore, choosing cement concrete pavement slab in super thickness (28~32cm) for heavy transportation and rainy area is necessary to reduce the impact caused by pumping under slab.
  • Keywords
    cements (building materials); concrete; cracks; finite element analysis; road building; slabs; 3D finite element model; cement concrete pavement; crack damage; loading stress analysis; longitudinal joint; pumping status; slab central; slab corner; slab thickness; transverse joint; Axles; Concrete; Joints; Loading; Slabs; Tensile stress;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    E-Product E-Service and E-Entertainment (ICEEE), 2010 International Conference on
  • Conference_Location
    Henan
  • Print_ISBN
    978-1-4244-7159-1
  • Type

    conf

  • DOI
    10.1109/ICEEE.2010.5660552
  • Filename
    5660552