• DocumentCode
    736922
  • Title

    Numerical Simulation Analysis with FLAC3D on Retrofitting and Strengthening of Existing Deep Foundation Pit

  • Author

    Xu, Houcai ; Xu, Houcai

  • fYear
    2015
  • fDate
    13-14 June 2015
  • Firstpage
    704
  • Lastpage
    707
  • Abstract
    Taking a reinforcement engineering about existing foundation pit as the background, the FLAC3D is used to simulate the process of construction and pile-anchor supporting system. During the simulation Mohr-Coulomb model is used and contact elements are applied to the interfaces between anchor and soil. According to the measured data and parametric analysis results, the soil parameters are calculated with FLAC3D. By using these parameters, the existing supporting deformation under original scheme is calculated. The reinforcement scheme is adopted on the basis of calculation results. The analysis results of the deformation, that were calculated by this model, were generally in agreement with the measured data. Furthermore, the agreement shows that the FLAC3D model and analytical method are reliable. And the results of FLAC3D numerical simulations can satisfy the need of engineering, so it can be well applied to analyze and predict practical engineering.
  • Keywords
    Analytical models; Data models; Force; Numerical models; Numerical simulation; Soil; Soil measurements; FLAC3D; design optimization; existing deep foundation excavation; horizontal displacement; numerical simulations;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Measuring Technology and Mechatronics Automation (ICMTMA), 2015 Seventh International Conference on
  • Conference_Location
    Nanchang, China
  • Print_ISBN
    978-1-4673-7142-1
  • Type

    conf

  • DOI
    10.1109/ICMTMA.2015.175
  • Filename
    7263669