• DocumentCode
    3357992
  • Title

    Application of FRP screw anchor and geosynthetics in repairing of canal slope of expansive soils

  • Author

    Wang Xiequn ; Lu Jianwei ; Wang Zhao

  • Author_Institution
    Sch. of Civil Eng. & Archit., Wuhan Univ. of Technol., Wuhan, China
  • fYear
    2010
  • fDate
    26-28 June 2010
  • Firstpage
    1430
  • Lastpage
    1432
  • Abstract
    The application of FRP screw anchor, geogrid, geofoam slab and geosynthetics clay liner (GCL) in repairing slide of canal slope of expansive soils has been introduced in this paper. The FRP screw anchor was used to anchor the concrete frame girder above the berm and concrete slab below the beam, the geogrid improved the factor of safety against complete sliding surface, the geofoam slab was used to reduce the expansive force under the concrete slab and GCL was used as seepage prevention liner under the concrete slab. And the paper presents a design method, a monitoring plan and information of post-construction for this project.
  • Keywords
    beams (structures); fasteners; fibre reinforced plastics; geotechnical engineering; maintenance engineering; safety; slabs; supports; FRP screw anchor; canal slope; concrete frame girder; expansive soils; geofoam slab; geogrid; geosynthetics; geosynthetics clay liner; seepage prevention liner; Concrete; Design methodology; Fasteners; Fiber reinforced plastics; Irrigation; Monitoring; Safety; Slabs; Soil; Structural beams; FRP Screw Anchor; Geosynthetics; expansive soil; repair; slide of canal slope;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
  • Conference_Location
    Wuhan
  • Print_ISBN
    978-1-4244-7737-1
  • Type

    conf

  • DOI
    10.1109/MACE.2010.5536151
  • Filename
    5536151