Simplified method for estimating geosynthetic loads in landfill liner side slopes during filling

Geosynthetics International

Volumn 10, Issue 1, 2003, Pages 24-33

  Liu, C N ^a   Gilbert, R Bob ^b  

^a NATIONAL CHI NAN UNIVERSITY   (Taiwan)

^b The University of Texas at Austin   (United States)

Author keywords

Geosynthetics; Landfill; Liner; Stability; Stiffness; Strain compatibility; Tension; Waste placement

Indexed keywords

ESTIMATION; LAND FILL; LOADS (FORCES); SPREADSHEETS; STIFFNESS; STRAIN; TENSILE STRENGTH; WASTES;

GEOSYNTHETIC LOADS; LANDFILL LINER; TENSILE LOADS;

GEOSYNTHETIC MATERIALS;

GEOSYNTHETICS; LANDFILL; LOADING;

GEOSYNTHETICS; LINER; LOADING (TESTING); STIFFNESS; STRAIN; TENSILE PROPERTY;

EID: 31844449011     PISSN: 10726349     EISSN: 10726349     Source Type: Journal    
DOI: 10.1680/gein.2003.10.1.24     Document Type: Article

References (12)

1. Gilbert, R. B. & Byrne, R. J. (1996). Strain-softening behavior of waste containment system interfaces. Geosynthetics International, 3, No. 2, 181-203.
2. Gilbert, R. B., Long, J. H. & Daly, J. J. (1993). Structural integrity of waste containment lining systems. Proc. Geosynthetics '93, Vancouver, IFAI, 3, 1389-1401.
3. Giroud, J. P. & Beech, J. F. (1989). Stability of soil layers on geosynthetic lining systems. Proc. Geosynthetics '89, St. Paul, MN, IFAI, 1, 35-46.
4. Giroud, J. P., Williams, N. D., Pelte, T. & Beech, J. F. (1995). Stability of geosynthetic-soil layered systems on slopes. Geosynthetics International, 2, No. 6, 1115-1148.
5. Haxo, H. E., Jr & Waller, M. J. (1987). Laboratory testing of geosynthetics and plastic pipe for double-liner systems. Proc. Geosynthetics '87, St. Paul, MN, IFAI, 35-46.
6. Koerner, R. M. (1997). Designing with Geosynthetics, 4th edn., Prentice Hall, Englewood Cliffs, NJ.
7. Koerner, R. M. & Hwu, B. L. (1991). Stability and tension considerations regarding cover soils on geomembrane liner slopes. Geotextiles and Geomembranes, 10, 335-355.
8. Liu, C. N. (2001). Tension of geosynthetic material regarding soils on landfill liner slopes. Proc. Natl Sci. Counc. ROC(A), 25, No. 4, 211-218.
9. Long, J. H., Gilbert, R. B. & Daly, J. J. (1994). Geosynthetic loads in landfill slopes: displacement compatibility. J. Geotech. Engng, ASCE, 120, No. 11, 2009-2025.
10. Long, J. H., Gilbert, R. B. & Daly, J. J. (1995). Effect of waste settlement on sloped lining systems. Proc. Geosynthetics '95, Nashville, Tennessee, IFAI, 729-744.
11. Villard, P., Gourc, J. P. & Feki, N. (1999). Analysis of geosynthetic lining systems (GLS) undergoing large deformations. Geotextiles and Geomembranes, 17, 17-32.
12. Wilson-Fahmy, R. F. & Koerner, R. M. (1993). Finite element analysis of stability of cover soil on geomembrane lined slopes. Proc. Geosynthetics '93, Vancouver, IFAI, 3, 1425-1438.