Three-Dimensional Modeling of the Behavior of Geotextile Sheets as Membranes

Textile Research Journal

Volumn 68, Issue 11, 1998, Pages 797-806

  Villard, P ^a   Giraud, H ^a  

^a UNIV GRENOBLE ALPES   (France)

Author keywords

[No Author keywords available]

Indexed keywords

GEOTEXTILE; MODEL; SOIL REINFORCEMENT;

EID: 0032469912     PISSN: 00405175     EISSN: None     Source Type: Journal    
DOI: 10.1177/004051759806801103     Document Type: Article

References (11)

1. Delmas, P., Sols renforcés par géotextiles-Premières études, Doctoral thesis, Université Joseph Fourier, 1979.
2. Dhatt, G., and Touzot, G., “Une présentation de la méthode des éléments finis,” 2nd ed., Collection Université de Compiègne, Maloine S.A., 1984.
3. Espinoza, R.D., Soil-Geotextile Interaction: Evaluation of Membrane Support, Geotextiles Geomembranes 13 (5), 281-293 (1994).
4. Giroud, J.P., et al., Design of Soil Layer-Geosynthetic Systems Overlying Voids, Geotextiles Geomembranes 9 (1), 11-50 (1990).
5. Giroud, J.P., Technical Note: Determination of Geosynthetic Strain Due to Deflection, Geosynthetics Int. 2 (3), 635-641 (1995).
6. Gourc, J.P., et al., Bearing Capacity of a Sand-soft Subgrade System with Geotextile, in “Proc. Second Int. Conf. on Geotextiles,” Las Vegas, 1982, pp. 411-416.
7. Kempton, T., and Jones, J.F.P., The Use of High Strength Link Geotextiles Over Piles and Voids, in “Earth Reinforcement Practice,” Ochiani, Hayashi, and Otani, Eds., Balkema, 1982, pp. 613-618.
8. Perrier, H., Sols Bicouches Renforcés par Géotextile, Research report LPC no. 125, 100 pp., 1983.
9. Shukla, S.K., Discussion of: Determination of Geosynthetic Strain Due to Deflection, Geosynthetics Int. 3 (1), 141-144 (1996).
10. Wang, M.C., et al., Stability of Geosynthetic-Reinforcement Soil Above a Cavity, Geotextiles Geomembranes 14 (2), 95-109 (1996).
11. Zienkiewick, O.C., “The Finite Element Method,” 3rd ed., Mc Graw-Hill, NY, 1977.