Interface shear strength part 2: Design considerations

Geotechnical Fabrics Report

Volumn 19, Issue 6, 2001, Pages 16-19

  Richardson, G N ^a   Thiel, R S ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

CLAY LINER; GEOSYNTHETICS; LANDFILL LINER; SHEAR STRENGTH;

EID: 0034868739     PISSN: 08824983     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (9)

1. In-place stability of landfill slopes, Puente Hills Landfill, Los Angeles, California
2. Geotechnical properties of municipal solid wastes and their use in landfill design
3. Strain-softening behavior of waste containment system interfaces
4. Evaluation of MSW properties for seismic analysis
5. Simplified procedure for estimating dam and embankment earthquake-induced deformations
6. Effects of earthquakes on dams and embankments
7. Geosynthetic consideration in a landfill on compressible clays
8. Landfill liner interface strengths from torsional-ring-shear tests
9. HDPE geomembrane/geotextile interface shear strength