Finite element modeling of hexagonal wire reinforced embankment on soft clay

Canadian Geotechnical Journal

Volumn 37, Issue 6, 2000, Pages 1209-1226

  Bergado, D T ^a   Teerawattanasuk, C ^a   Youwai, S ^a   Voottipruex, P ^a  

^a ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

Author keywords

Field embankment; Finite element analysis; Hexagonal wire mesh; Soil reinforcement

Indexed keywords

EID: 57249097672     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t00-065     Document Type: Article

References (31)

1. Deformation of reinforced soil wall-embankment system on soft clay foundation
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3. Inverse analysis of geotechnical parameters on improved soft Bangkok clay
4. Performance of welded wire wall with poor quality backfills on soft clay
5. Interaction between cohesive-frictional soil and various grid reinforcements
6. FE analysis of grid reinforced embankment system on soft Bangkok clay
7. Performance of reinforced embankment or Muar clay deposit
8. Design aspects of vertical drains and lime column installations
9. Precompression and speeding up consolidation
10. Behavior of geosynthetic reinforced soil retaining walls using finite element method
11. Difficulties in prediction of horizontal deformations in foundations
12. Continuous panel reinforced soil walls on rigid foundation
13. The permeability of natural soft clays. Part II. Permeability characteristics