Slope stability of lining systems-experimental modeling of friction at geosynthetic interfaces

Geotextiles and Geomembranes

Volumn 20, Issue 3, 2002, Pages 147-172

  Briancon L ^a   Girard, H ^a   Poulain, D ^a  

^a CEMAGREF   (France)

Author keywords

Geomembrane; Geotextile; Inclined plane test; Interface shear; Wet conditions

Indexed keywords

CIVIL ENGINEERING; FRICTION; HYDRAULIC STRUCTURES; INTERFACES (MATERIALS); STRESSES; WATER;

INCLINED PLANES;

GEOSYNTHETIC MATERIALS;

FRICTION; GEOSYNTHETICS; HYDRAULIC STRUCTURE; INTERFACE;

CIVIL ENGINEERING; GEOSYNTHETICS; TESTING;

EID: 0036612336     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(02)00009-2     Document Type: Article

References (17)

1. Stability of soil covered geosynthetic-lined slopes: A parametric study
2. Problems of friction posed by the use of geomembranes on dam slopes - Examples and measurements
3. Influence of water flow on the stability of geosyntheticsoil layered systems on slopes
4. Use of inclined test to assess stress mobilization of liner on slope
5. Geomembrane-sand interface frictional properties as determined by inclined board and shear box tests
6. Stability and tension considerations regarding cover soils on geomembrane lined slopes
7. Interfacial friction study of cap and liner components for landfill design
8. Design and testing of a landfill final cover with geomembrane
9. Seepage induced slope instability
10. Earth slide on geomembrane
11. Determination of friction characteristics, part 2: Inclined plane test
12. Geosynthetic landfill cover design methodology and construction experience in the pacific northeast
13. Geomembrane-geotextile interface shear properties as determined by inclined board and shear box tests