• DocumentCode
    537690
  • Title

    Analysis of Falsework Foundation Deformation Effect on Existing Highway Safety

  • Author

    Jun, Wang ; Xuewei, Han

  • Author_Institution
    CCCC Second Highway Eng. CO., Ltd., Xian, China
  • Volume
    1
  • fYear
    2010
  • fDate
    11-12 Nov. 2010
  • Firstpage
    243
  • Lastpage
    246
  • Abstract
    In the new high-speed railway construction, many hidden dangers exist when the plan line across the existing highway. Under the premise of construction safety, how to ensure the traffic safety of existing road is the most important key of success construction. In this paper, combining with an engineering example of a new high-speed railway cross an existing highway, continuous beams falsework protection measures is first introduced in detail, then, three-dimensional finite element method is adopted to analyze the effect of falsework foundation deformation on the existing highway pile and pile cap. Calculation results indicate that the strengthening protection measures proposed can control the deformation of existing pile and pile cap, and the method can be referred by other similar projects.
  • Keywords
    construction industry; deformation; finite element analysis; foundations; railway safety; road safety; road traffic; construction safety; falsework foundation deformation effect; finite element method; high-speed railway construction; highway pile; highway safety; pile cap; road traffic safety; deformation; existing highway; falsework; traffic safety;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Optoelectronics and Image Processing (ICOIP), 2010 International Conference on
  • Conference_Location
    Haiko
  • Print_ISBN
    978-1-4244-8683-0
  • Type

    conf

  • DOI
    10.1109/ICOIP.2010.84
  • Filename
    5663131