Discrete framework for limit equilibrium analysis of fibre-reinforced soil

Geotechnique

Volumn 52, Issue 8, 2002, Pages 593-604

  Zornberg, J G ^a  

^a UCB 450   (United States)

Author keywords

Design; Geosynthetics; Reinforced soils; Shear strength; Soil stabilisation

Indexed keywords

FAILURE (MECHANICAL); FIBERS; SHEAR STRENGTH; TENSILE STRENGTH; VOLUMETRIC ANALYSIS;

EQUILIBRIUM ANALYSIS; FIBER-REINFORCED SOILS;

SOILS;

GEOSYNTHETICS; LIMIT ANALYSIS; MODEL; SLOPE STABILITY; SOIL REINFORCEMENT;

EID: 0036802929     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2002.52.8.593     Document Type: Article

References (24)

1. Influence of fibre and cement addition on behaviour of sandy soil
2. Geotextiles to geosynthetics: A revolution in geotechnical engineering
3. Behaviour of fabric versus fiber-reinforced sand
4. Mechanics of fiber-reinforcement in sand
5. Stabilization of earth slopes with fiber-reinforcement
6. Soil interaction characteristics of geotextiles and geogrids
7. Soils reinforced with continuous yarns: The Texol
8. Static response of sand reinforced with randomly distributed fibers
9. Mechanical properties of kaolinite/fiber soil composite
10. Dynamic response of sand reinforced with randomly distributed fibers
11. Soil strengthening using randomly distributed mesh elements
12. Failure of fiber-reinforced granular soils
13. Reinforced soil structures with poorly draining backfills. Part II: Case histories and applications
14. Mechanical behavior of sand reinforced with mesh elements
15. Probabilistic analysis of randomly distributed fiber-reinforced soil
16. Deformation based model for reinforced sand
17. Limit equilibrium stability analyses for reinforced slopes
18. Reinforced soil structures with poorly draining backfills. Part I: Reinforcement interactions and functions
19. Limit equilibrium as a basis for design of geosynthetic reinforced slopes
20. Analysis and design of an evapotranspirative cover for a hazardous waste landfill