Experimental and numerical studies of geosynthetic-reinforced sand slopes loaded with a footing

Canadian Geotechnical Journal

Volumn 37, Issue 4, 2000, Pages 828-842

  Lee, K M ^a   Manjunath, V R ^a  

^a Adichunchanagiri Institute of Technology   (India)

Author keywords

Bearing capacity; Fill slope; Finite element method; Footing; Geosynthetic; Model tests

Indexed keywords

GEOSYNTHETIC MATERIALS; MATHEMATICAL MODELS; REINFORCEMENT; SETTLEMENT OF STRUCTURES; SOIL MECHANICS; STRAIN;

GEOSYNTHETIC-REINFORCED SAND SLOPES;

SAND;

FOOTING; GEOSYNTHETICS; REINFORCED EARTH; SAND; SLOPE STABILITY;

EID: 0034253135     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t00-016     Document Type: Article

References (17)

1. Reinforcing earth below footings and embankments
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3. Bearing capacity analysis of reinforced earth slabs
4. Studies on the bearing capacity of strip footing on slopes
5. Bearing capacity of reinforced sand subgrades
6. Plate loading tests on geogrid reinforced earth slabs
7. Failure mechanisms of reinforced sand slopes loaded with a footing
8. An experimental study of strip footing on geosynthetic reinforced slopes
9. Effect of inclusion properties on the behaviour of sand
10. The ultimate bearing capacity of foundations on slopes
11. Model and full scale tests of granular layers reinforced with a geogrid
12. Angles of friction and dilatancy of sand
13. An experimental study of a footing located on a sloped fill: Influence of a soil reinforcement layer
14. Bearing capacity of foundation near slopes
15. A reinforcing method for steep clay slopes using a non-woven geotextile