• DocumentCode
    131740
  • Title

    The Preloading Soft Subgrade´s Calculation Of Consolidation Degree Considering Creep by ABAQUS

  • Author

    Chen Xiangyang ; Wang Peng ; Liu Xinxi

  • Author_Institution
    Changsha Univ. of Sci. & Technol., Changsha, China
  • fYear
    2014
  • fDate
    10-11 Jan. 2014
  • Firstpage
    726
  • Lastpage
    729
  • Abstract
    This paper computed the consolidation degree by ABAQUS which consider the characteristics of soft soil creep on the basis of an urban expressway soft soil subgrade project. And also calculated the consolidation degrees of soft foundation in accordance with Three-dimensional consolidation theory and measured pore pressure, Afterwards, compared them. The results shows that the consolidation degree which considering creep is more closer to measured pore pressure, its accuracy is higher. If considering creep, the excess pore water pressure dissipation time become longer and the deformation of soft clay foundation will increase accordingly. This is more grounded in reality project. So, the numericial analysis which considering creep is a simple and accurate method to calculates the soft soil´s consolidation degree.
  • Keywords
    clay; creep; deformation; finite element analysis; foundations; soil; ABAQUS; excess pore water pressure dissipation time; numericial analysis; preloading soft subgrade calculation; soft clay foundation deformation; soft foundation consolidation degrees; soft soil creep; three-dimensional consolidation theory; urban expressway soft soil subgrade project; Creep; Finite element analysis; Plastics; Pressure measurement; Soil; Soil measurements; Stress; ABAQUS; consolidation degree; creep; load pre-pressure;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Measuring Technology and Mechatronics Automation (ICMTMA), 2014 Sixth International Conference on
  • Conference_Location
    Zhangjiajie
  • Print_ISBN
    978-1-4799-3434-8
  • Type

    conf

  • DOI
    10.1109/ICMTMA.2014.178
  • Filename
    6802796