Progressive failure of lined waste impoundments

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 127, Issue 10, 2001, Pages 841-848

  Filz, George M ^a,b   Esterhuizen, Jacob J B ^a   Michael Duncan, J ^a  

^a ASCE ^*  (United States)

^b State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

WASTE IMPOUNDMENTS;

FINITE ELEMENT METHOD; GEOSYNTHETIC MATERIALS; LAND FILL; SOLID WASTES;

GEOLOGY;

CONTAINMENT BARRIER; GEOSYNTHETICS; LANDFILL LINER; MUNICIPAL SOLID WASTE;

EID: 0035474704     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2001)127:10(841)     Document Type: Article

References (20)

1. Design issues with displacement-softening interfaces in landfill liners
2. Cause and mechanism of failure of Kettleman Hills landfill B-19, Phase IA
3. State of the art: Limit equilibrium and finite-element analysis of slopes
4. Factors of safety and reliability in geotechnical engineering
5. Nonlinear analysis of stress and strain in soils
6. Constitutive behavior of geosynthetic interfaces
7. Analytical model of progressive slope failure in waste containment systems
8. Influence of consolidation on the strength of the interface between a clay liner and a smooth geomembrane
9. Determination and assessment of the mechanical properties of waste materials
10. Stability assessment of ten large landfill failures
11. Slope stability failure investigation: Landfill unit B-19, phase 1-A, Kettleman Hills, California
12. Kettleman Hills waste landfill slope failure. II: Stability analyses
13. Interface strength determination using a large displacement shear box
14. Long term stability of clay slopes
15. Landfill liner interface strengths from torsional-ring-shear tests