• DocumentCode
    545814
  • Title

    Finite element analysis of the expressway distortion on soft ground based on damage mechanics

  • Author

    Xinliang Jiang ; Bing-xing Wang ; Shaowei Zhao ; Yuan-yuan Li

  • Author_Institution
    Sch. of Civil Eng., Tianjin Univ., Tianjin, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    3181
  • Lastpage
    3184
  • Abstract
    The structural property of soft soil has important influence on the settlement of soft ground. It has been recommended in particular that the model of the structural property and the characteristic of plaxis soft and the application in calculating the settlement of soft ground. The plaxis soft can simulate the distortion process of the roadbed under load if modify the rational soil´s model base on the damage mechanics and the structural property of soft soil, select a reasonable load step in line with the boundary conditions and soil initial conditions accord with the soil. The plaxis soft result close to the data collected through the project site, so we consider the result can be applied to the project. We can modify the Soft soil mechanics model basis on considering the structural damage of soft soil, and introduce the modified mechanics model of Soft soil into the plaxis soft as a new method to forecast the distortion of the expressway´s roadbed.
  • Keywords
    finite element analysis; road building; soil; boundary condition; damage mechanics; expressway distortion; finite element analysis; soft ground; soft soil mechanics model; soil initial condition; structural damage; structural property; Civil engineering; Educational institutions; Load modeling; Manuals; Mechanical factors; Predictive models; Soil; Plaxis soft; damage mechanics; distortion; forecast; soft soil; structural property;
  • 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.2011.5775444
  • Filename
    5775444