Theoretical versus experimental modeling of the anchorage capacity of geotextiles in Trenches

Geosynthetics International

Volumn 9, Issue 2, 2002, Pages 97-123

  Chareyre, B ^a   Briancon L ^b   Villard, P ^a  

^a UNIV GRENOBLE ALPES   (France)

^b CEMAGREF   (France)

Author keywords

Anchorage; Discrete element modeling; Experimentation; Geotextile; Granular material; Trench

Indexed keywords

ANCHORAGES (CONCRETE CONSTRUCTION); FINITE DIFFERENCE METHOD; GEOTEXTILES; NUMERICAL METHODS; OPTIMIZATION; SAND;

ANCHOR TRENCHES;

GEOSYNTHETIC MATERIALS;

ANCHOR; GEOSYNTHETICS; GEOTEXTILE; MODEL TEST; TRENCH;

LINING; MATHEMATICAL MODEL; PULL-OUT; SOIL REINFORCEMENT;

EID: 0036406914     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.9.0212     Document Type: Article

References (15)

1. Design of anchoring at the top of slopes for geomembrane lining systems
2. A discrete numerical model for granular assemblies
3. Design concerns and performance of geomembrane anchor trenches
4. Anchorage ability of a geosynthetics liner buried in a trench filled with concrete
5. Mechanical and hydraulic testing of geomembranes
6. Une analogie mécanique pour les terres sans cohésion
7. Three-dimensional modelling of the behaviour of geotextile sheets as membrane