• DocumentCode
    3245998
  • Title

    The finite element analysis for The Geogrild treatment soft clay foundation of embankment

  • Author

    Meng, Deguang ; Dong, Yanying ; Zhang, Lishan

  • Author_Institution
    Coll. of Urban Constr., Hebei Normal Univ. of Sci. & Technol., Qinhuangdao, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    833
  • Lastpage
    835
  • Abstract
    The geogrid is used widely in road and railroad embankment project because of high tensile strength, large friction angle with soil interface and lock ability etc. Embankment project of soft clay foundation is analyzed by the finite element analysis with ADINA, the soil and filling of embankment project uses the Mohr-Coulomb model, the sand mat uses linear elastic constitutive model, the contact element uses the plane strain 2-D element. Step load is considered in the model, the settlement and lateral deformation is discussed in the analysis, the calculation value of finite element method is reasonable to compare with measured data. The method can supply reference more exactly for design and construction of reinforced treatment soft clay foundation.
  • Keywords
    clay; elastic deformation; finite element analysis; foundations; geotechnical engineering; mechanical contact; ADINA; Mohr-Coulomb model; contact element; finite element analysis; friction angle; geogrid treatment; lateral deformation; linear elastic constitutive model; lock ability; plane strain 2-D element; railroad embankment project; road embankment project; sand mat; settlement deformation; soft clay foundation; soil interface; step load; tensile strength; Analytical models; Filling; Finite element methods; Load modeling; Mathematical model; Soil; Strain; contact element; finite element method; geogrild; soft clay;
  • 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.2011.5775709
  • Filename
    5775709