Shear behaviour of geosynthetics in the inclined plane test - Influence of soil particle size and geosynthetic structure

Geosynthetics International

Volumn 8, Issue 4, 2001, Pages 327-342

  Lopes, P C ^a   Lopes, M P ^b  

^a UNIVERSITY OF PORTO   (Portugal)

^b UNIVERSITY OF AVEIRO   (Portugal)

Author keywords

Geogrid; Geomembrane; Geosynthetic structure; Geotextile; Inclined plane shear; Interaction; Particle size; Test method

Indexed keywords

PARTICLE SIZE ANALYSIS; SHEARING; SOILS; SURFACE ROUGHNESS;

GEOGRIDS;

GEOSYNTHETIC MATERIALS;

GEOSYNTHETICS; PARTICLE SIZE; SHEAR TEST; SOIL STRUCTURE;

CIVIL ENGINEERING; GEOSYNTHETICS; TESTING;

EID: 0035670762     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.8.0198     Document Type: Article

References (9)

1. Deformation characteristics of geosynthetic-reinforced structures
2. Investigation of pull-out resistance of geogrids
3. The interface friction and anchor capacity of synthetic georeinforcements
4. Reinforced bond capacity
5. Interaction between soil and geogrids
6. Soil-geosynthetic interaction - Influence of soil particles size and geosynthetic structure
7. Scale and other factors affecting the results of pull-out tests of grids buried in sand