• DocumentCode
    2573292
  • Title

    Study on Shear Behavior of Soil-Structure Interface

  • Author

    Wang Wei ; Lu Tinghao

  • Author_Institution
    Dept. of Civil Eng., Shaoxing Univ., Shaoxing, China
  • fYear
    2009
  • fDate
    2-3 May 2009
  • Firstpage
    127
  • Lastpage
    130
  • Abstract
    Shear behavior of interface between soil and structure plays an important role in the analysis on soil-structure interaction and in the design of disaster prevention and mitigation engineering. In recent years, significant progress has been made in this subject. The current study on interface is reviewed in details, including such aspects as testing study, constitutive model and interface element. Several deficiencies in above mentioned three aspects about interface study are pointed out respectively. The rational way to confirm the thickness of thin-layer interface is proposed, and large-size simple shear tests between different state soils and concrete are recommended to simulate negative friction along the interface, establish perfect constitutive model and confirm its parameters accurately.
  • Keywords
    concrete; disasters; friction; geotechnical engineering; soil; structural engineering; concrete; constitutive model; disaster prevention; friction; mitigation engineering; shear behavior; shear test; soil-structure interaction; soil-structure interface; state soil; testing study; thin-layer interface; Computer interfaces; Concrete; Design engineering; Glass; Performance evaluation; Slabs; Soil measurements; Stress; Switches; Testing; intereaction; interface; soil; structure;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Engineering Computation, 2009. ICEC '09. International Conference on
  • Conference_Location
    Hong Kong
  • Print_ISBN
    978-0-7695-3655-2
  • Type

    conf

  • DOI
    10.1109/ICEC.2009.55
  • Filename
    5167107