• DocumentCode
    2822462
  • Title

    Research on mechanism of increment reinforced subgrade bearing capacity

  • Author

    Yi, Pengying ; Fan, Weijia ; Tang, Qiuyuan

  • Author_Institution
    Coll. of Civil Eng., Chongqing Univ., Chongqing, China
  • fYear
    2011
  • fDate
    15-17 July 2011
  • Firstpage
    6758
  • Lastpage
    6761
  • Abstract
    In order to study geobelt effect on subgrade and mechanism of strength increment in reinforced subgrade, the author separately established their mechanics modes, analyzed the their stress state and relation, disclosed the function that geobelt change unit stress state of subgrade; Combined Mohr Coulomb destroy standard, analyzed the relation of those subgrades unit´s extreme stress state, found the increment of reinforced subgrade´s extreme vertical normal stress. The geobelt´s action can be seen that geobelt change direction of principal stress, subtract angle between maximal principal stress and vertical direction, increase the level direction stress, subtract shear stress, increase the vertical bearing capacity.
  • Keywords
    geotechnical engineering; mechanical strength; stress analysis; combined Mohr coulomb; extreme stress state; extreme vertical normal stress; geobelt effect; increment reinforced subgrade bearing capacity; level direction stress; maximal principal stress; mechanics modes; shear stress; strength increment; vertical bearing capacity; Analytical models; Architecture; Coal; Presses; Research and development; Soil; Stress; Interaction mechanism; bearing capacity; reinforced subgrade; stress state;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
  • Conference_Location
    Hohhot
  • Print_ISBN
    978-1-4244-9436-1
  • Type

    conf

  • DOI
    10.1109/MACE.2011.5988598
  • Filename
    5988598