Effect of double reinforcement, lengths and footing widths on geosynthetic layered soil deposits

Geosynthetics Conference 2001

Volumn , Issue , 2001, Pages 359-372

  Ismail, I ^a   Raymond, G ^a  

^a Kenya Tech Engineers   (Kenya)

Author keywords

[No Author keywords available]

Indexed keywords

CONFERENCE PROCEEDING; GEOSYNTHETICS; PERFORMANCE ASSESSMENT; RETAINING WALL; SOIL REINFORCEMENT;

CONFERENCE; GEOSYNTHETICS; GEOTEXTILE; PERFORMANCE ASSESSMENT; SOIL REINFORCEMENT; TESTING;

EID: 0035002023     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (16)

1. Soil reinforcement for shallow foundations
2. Reduction of settlements using soil reinforcement
3. Numerical analysis of geosynthetic reinforced soil slabs
4. Large model spread footing tests on geosynthetic reinforced soil foundations
5. Bearing capacity tests on reinforced earth slabs
6. Bearing capacity analysis on reinforced earth slabs
7. Effect of reinforcement on layered soils
8. Influence of geosynthetic reinforcement on granular soils
9. Geosyntheticlly reinforcement of granular layered soil
10. Geosynthetic reinforcement of unbound aggregate
11. Ultimate bearing capacity of shallow foundations on sand with geogrid reinforcement
12. Reinforced sand behaviour overlying compressible subgrades
13. Improvement/reinforcement of a ballasted track
14. Railroad ballast reinforcement using geogrids
15. Monotonic loading of geogrid-Reinforced finite depth granular material