NTL Record

Title Development of protocols for confined extension/creep testing of geosynthetics for highway applications
Record ID 6862
Personal Name
Creator
Elias, V; Yuan, Z; Swan, RH, Jr; Bachus, RC
Publisher Turner-Fairbank Highway Research Center
Publication Date 19980300
Language English
Abstract 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. This report is part of a comprehensive study on the "Durability of Geosynthetic Materials for Highway Applications."
Rosap ID dot:13772
Rosap URL https://rosap.ntl.bts.gov/view/dot/13772
TRT Terms Geosynthetics; Nonwoven materials; Soils; Sand; Silty sands; Creep; Deformation curve; Testing
General Subjects confined creep tests; confined extension tests; stress strain characteristics; test methods
Classification NTL - HIGHWAY/ROAD TRANSPORTATION - Soils and Geology
Geographical
Coverage
United States
TRIS Online
Accession No
748116
Report Number FHWA-RD-97-143
Resource type Research Paper
URL https://ntlrepository.blob.core.windows.net/lib/6000/6800/6862/Geosynth.pdf
Format PDF
Database NTL Digital Repository