Improved understanding of geogrid response to pullout loading: insights from three-dimensional finite-element analysis
Author:
Affiliation:
1. Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Quebec, Canada.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2018-0384
Reference51 articles.
1. AASHTO. 2012. LRFD bridge design specifications. 6th ed. American Association of State Highway and Transportation Officials, Washington, D.C., USA.
2. Experimental and PIV evaluation of grain size and distribution on soil–geogrid interactions in pullout test
3. Experimental and numerical analysis of large scale pull out tests conducted on clays reinforced with geogrids encapsulated with coarse material
4. Influence of longitudinal and transverse members on geogrid pullout behavior during deformation
5. ASTM. 2013. Standard test method for measuring geosynthetic pullout resistance in soil. ASTM standard D6706-01. ASTM International. West Conshohocken, PA, USA.
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