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Development of Protocols for Confined Extension/Creep Testing of Geosynthetics for Highway Applications
This report presents the development and verification of a testing protocol and protocol equipment for confined extension testing and confined creep testing for geosynthetic reinforcement materials. The developed data indicate that confined response significantly improves stress strain response of geosynthetic materials, especially nonwoven geotextiles. Current use of unconfined stress-strain response appears overly conservative.
Development of Protocols for Confined Extension/Creep Testing of Geosynthetics for Highway Applications
This report presents the development and verification of a testing protocol and protocol equipment for confined extension testing and confined creep testing for geosynthetic reinforcement materials. The developed data indicate that confined response significantly improves stress strain response of geosynthetic materials, especially nonwoven geotextiles. Current use of unconfined stress-strain response appears overly conservative.
Development of Protocols for Confined Extension/Creep Testing of Geosynthetics for Highway Applications
V. Elias (author) / Z. Yuan (author) / R. H. Swan (author) / R. C. Bachus (author)
1998
214 pages
Report
No indication
English
Construction Equipment, Materials, & Supplies , Highway Engineering , Creep tests , Highway construction , Protocols , Geotechnical fabrics , Geotextiles , Materials , Deformation , Stain rated , Durability , Strength(Mechanics) , Triaxial stresses , Confined environments , Highway engineering , Geotechnical engineering , Geosynthetics , Confined extension , Geomembranes
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