Experimental Studies on Pullout Resistance of Overlapping Geogrids
Author:
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40891-023-00438-x.pdf
Reference21 articles.
1. Elias V, Christopher B, Berg RyanR (2001) Mechanically stabilized earth walls and reinforced soil slopes design & construction guidelines. FHWA-NHI-00–043 Report
2. Lopes MJ, Lopes ML (1999) Soil-geosynthetic interaction-Influence of soil particle size and geosynthetic structure. Geosynth Int 6:261–282
3. Lopes ML, Ladeira M (1996) Role of specimen geometry, soil height and sleeve length on the pull-out behaviour of geogrids. Geosynth Int 3:701–719
4. Lopes ML, Ladeira M (1996) Influence of the confinement, soil density and displacement rate on soil-geogrid interaction. Geotext Geomembr 14:543–554. https://doi.org/10.1016/S0266-1144(97)83184-6
5. Farrag K, Acar YB, Juran I (1993) Pull-out resistance of geogrid reinforcements. Geotext Geomembr 12:133–159
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