Soil-geosynthetic interaction - influence of soil particle size and geosynthetic structure

Geosynthetics International

Volumn 6, Issue 4, 1999, Pages 261-282

  Lopes, M J ^a   Lopes, M L ^a  

^a UNIVERSITY OF PORTO   (Portugal)

Author keywords

Bearing member; Geocomposite; Geogrid; Geosynthetic structure; Geotextile; Interaction; Pullout test; Soil particle size

Indexed keywords

AGGREGATE SIZE; GEOSYNTHETICS; GRANULAR MEDIUM; PULLOUT TEST; SOIL STRUCTURE;

EID: 0033511616     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.6.0153     Document Type: Article

References (8)

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2. Chen, R.-H. and Chen, C.-C., 1994, "Investigation of Pull-Out Resistance of Geogrids", Proceedings of the Fifth International Conference on Geotextiles, Geomembranes and Related Products, Vol. 1, Singapore, September 1994, pp. 461-464.
3. Forsman, J. and Slunga, E., 1994, "The Interface Friction and Anchor Capacity of Synthetic Georeinforcements", Proceedings of the Fifth International Conference on Geotextiles, Geomembranes and Related Products, Vol. 1, Singapore, September 1994, pp. 405-410.
4. Jewell, R.A., 1990, "Reinforced Bond Capacity", Geotechnique, Vol. 40, No. 3, pp. 513-518.
5. Jewell, R.A., 1996, "Soil Reinforcement with Geotextiles", CIRIA and Thomas Telford, London, United Kingdom, 332 p.
6. Jewell, R.A., Milligan, G.W.E., Sarsby, R.W. and DuBois, D., 1984, "Interaction Between Reinforcement and Geogrids", Polymer Grid Reinforcement, Thomas Telford, 1985, Proceedings of a conference held in London, UK, March 1984, pp. 18-30.
7. Lopes, M.L. and Ladeira, M., 1996, "Role of the Specimen Geometry, Soil Height, and Sleeve Length on the Pull-Out Behaviour of Geogrids", Geosynthetics International, Vol. 3, No. 6, pp. 701-719.
8. Palmeira, E.M. and Milligan, G.W.E., 1989, "Scale and Other Factors Affecting the Results of Pull-Out Tests of Grids Buried in Sand", Geotechnique, Vol. 39, No. 3, pp. 511-524.