• DocumentCode
    2110097
  • Title

    Distresses and countermeasures of the abutment displacsments on the soft clay ground

  • Author

    Sun, Wenbin ; He, Weizhong ; Jiang, Yang ; Chen, Baohai

  • Author_Institution
    Sch. of Civil Eng., Huaiyin Inst. of Technol., Huaiyin, China
  • fYear
    2012
  • fDate
    21-23 April 2012
  • Firstpage
    288
  • Lastpage
    291
  • Abstract
    An abutment is an important member of a bridge structure; it supports the superstructure of bridge, transfers the dead loads and live loads to the foundation, and simultaneously connects the highway. Therefore, it must have sufficient strength, stiffness and stability. According to investigation on the bridge distresses caused by the abutment movements in the location bridge structures and experiences of our bridge engineering practices during high-grade highway construction in recent years, this paper introduced some more widespread bridge distresses and damages caused by abutment displacements on the soft clay foundations, analyzed some major reasons of influence on abutment displacements, and put forward many preventive countermeasures for design, construction, conservation and other aspects. These experiences may be a guide to construct the bridge on the soft clay ground.
  • Keywords
    bridges (structures); clay; elasticity; foundations; mechanical stability; soil; structural engineering; abutment displacements; abutment movements; bridge distresses; bridge engineering; bridge superstructure; foundation; high-grade highway construction; mechanical strength; soft clay ground; stability; stiffness; Bridges; Maintenance engineering; Road transportation; abutment displacesment; countermeasure; distress; soft clay ground;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Consumer Electronics, Communications and Networks (CECNet), 2012 2nd International Conference on
  • Conference_Location
    Yichang
  • Print_ISBN
    978-1-4577-1414-6
  • Type

    conf

  • DOI
    10.1109/CECNet.2012.6201379
  • Filename
    6201379