• DocumentCode
    495424
  • Title

    The Study of Urban Construction Patterns on Finite Difference Method

  • Author

    Liu, Hai-maing ; Cao, Jing ; Wang, Jian-jun

  • Author_Institution
    Sch. of Archit. & Civil Eng., Kunming Univ. of Sci. & Technol., Kunming, China
  • Volume
    3
  • fYear
    2009
  • fDate
    March 31 2009-April 2 2009
  • Firstpage
    397
  • Lastpage
    401
  • Abstract
    Based on finite difference method, the settlement behavior of subsoil under the action of architectural complex was analyzed using FDM (finite difference method) software FLAC-3D. It is show that the settlement behavior of subsoil under different construction model can be simulated by finite difference numerical software FLAC-3D. The influence depth of architectural complex is much more than single building. The factor that the compression modulus increases with depth increasing should be considered, when the thickness of soil is large. The distribution of settlement is similar with additional stress under the action of architectural complex. The subsoil settlement of one-by-one construction is a little bigger than whole construction, whose mechanism need further study.
  • Keywords
    civil engineering computing; finite difference methods; geotechnical engineering; soil; FLAC-3D software; architectural complex; compression modulus; finite difference method; settlement distribution; soil thickness; subsoil settlement behavior; urban construction pattern; Computer science; Finite difference methods; FLAC-3D; Urban construction; the settlement of subsoil;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Computer Science and Information Engineering, 2009 WRI World Congress on
  • Conference_Location
    Los Angeles, CA
  • Print_ISBN
    978-0-7695-3507-4
  • Type

    conf

  • DOI
    10.1109/CSIE.2009.255
  • Filename
    5170871