Tension of geosynthetic material regarding soils on landfillliner slopes

Proceedings of the National Science Council, Republic of China, Part A: Physical Science and Engineering

Volumn 25, Issue 4, 2001, Pages 211-218

  Liu, C N ^a  

^a NATIONAL CHI NAN UNIVERSITY   (Taiwan)

Author keywords

Geosynthetic; Landfill; Liner; Slope; Tension

Indexed keywords

ANALYTICAL GEOCHEMISTRY; ELASTIC MODULI; LANDFILL LININGS; SOILS;

FORCE EQUILIBRIUM;

GEOSYNTHETIC MATERIALS;

GEOSYNTHETICS;

GEOSYNTHETICS; GEOTEXTILE; LINER; SOIL REINFORCEMENT; TENSION;

EID: 0035390925     PISSN: 02556588     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (12)

1. Geogrid reinforcement in landfill closures
2. Variability analysis of soil v.s. geosynthetic interface friction characteristics by multiple direct shear testing
3. A double shear test method for measuring interface strength
4. Stability of soil layers on geosynthetic lining systems
5. Laboratory testing of geosynthetics and plastic pipe for double-liner systems
6. Stability and tension considerations regarding cover soils on geomembrane liner slopes
7. Interfacial friction study of cap and liner components
8. What is an appropriate factor of safety for landfill cover slopes
9. Experimental friction evaluation of slippage between geomembranes, geotextiles and soils
10. Anchorage strength and slope stability of a landfill liner
11. Evaluation of interface friction properties between geosynthetics and soils