Laboratory investigation of bearing capacity behavior of strip footing on geogrid-reinforced sand slope

Geotextiles and Geomembranes

Volumn 19, Issue 5, 2001, Pages 279-298

  Yoo, Chungsik ^a  

^a Sungkyunkwan University   (South Korea)

Author keywords

Bearing capacity; Finite element analysis; Geogrid reinforced slope; Laboratory model test; Strip footing

Indexed keywords

BEARING CAPACITY; BOUNDARY CONDITIONS; FINITE ELEMENT METHOD; FOUNDATIONS; SOIL MECHANICS; STRUCTURAL ANALYSIS;

GEOGRID REINFORCED SAND SLOPE; STRIP FOOTING;

SOIL STRUCTURE INTERACTIONS;

BEARING CAPACITY; FOOTING; MODEL TEST; REINFORCED EARTH; SLOPE STABILIZATION;

EID: 0035360563     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(01)00009-7     Document Type: Article

References (20)

1. Stability of loaded footings on reinforced soil
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3. Bearing capacity analysis of reinforced earth slabs
4. The use of the slip circle in stability analysis of slopes
5. Comparison of bearing capacity of strip foundation on geogrid-reinforced sand and clay
6. Strength, stress-strain and bulk modulus parameters for finite element analyses of stresses and movements in soil masses
7. Bearing capacity of reinforced sand subgrades
8. Failure mechanisms of reinforced sand slopes loaded with a footing
9. Geosynthetic reinforced soil structure
10. RES-a numerical program for reinforced-soil slopes based on the rigid-plastic theoretical model
11. A procedure for the design and analysis of geosynthetic reinforced soil slopes
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13. Stability of fabric reinforced cohesive soil slopes
14. Design charts for geogrid-reinforced soil slopes
15. Design of slopes reinforced with geotextiles and geogrids
16. An experimental study of a footing located on a sloped fill: Influence of a soil reinforcement layer
17. Development of a prediction method for ground movements due to excavation in urban area
18. Limit analysis of geosynthetic-reinforced soil slopes
19. Performance of geosynthetic reinforced slopes at failure
20. Limit equilibrium as basis for design of geosynthetic reinforced slopes