• DocumentCode
    3217093
  • Title

    3D numerical analysis of Underground Culvert constructions on neighboring existing pile

  • Author

    Wang De-yun

  • Author_Institution
    Office of Geol., Beijing Inst. of Hydraulic Eng. Planning Design & Res., Beijing, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    5685
  • Lastpage
    5688
  • Abstract
    Underground Culvert construction always adjacent to existing pile foundation, it is an important problem how to ensure the security of the existing pile. Taking the Underground Culvert at West Ring Road of the South-North Water Transfer Project as an example, the 3D numerical simulation had been carried out and the stress deformation Law and the stability of the pile was studied. The results had shown that the Underground Culvert construction had little impact on the stress and the deformation of the pie, and working period does not endanger the viaduct´s safety theoretically. The conclusions and suggestions are valuable for the engineering design and worth as references for the similar projects.
  • Keywords
    deformation; design engineering; finite element analysis; foundations; geotechnical engineering; mechanical stability; stress analysis; tunnels; 3D numerical simulation; South-North Water Transfer Project; West Ring Road; engineering design; pile foundation; pile stability; stress deformation Law; underground culvert construction; viaduct safety; Boring; Finite element methods; Monitoring; Roads; Stress; Three dimensional displays; numerical analysis; pile; security; underground culvert;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5774318
  • Filename
    5774318