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
Link To Document :
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