FEM simulation of the bearing capacity of level reinforced sand ground subjected to footing load

Geosynthetics International

Volumn 8, Issue 6, 2001, Pages 501-549

  Kotake, N ^a   Tatsuoka, F ^b   Tanaka, T ^b   Siddiquee, M S A ^c   Huang, C C ^d  

^a Toyo Construction Co   (Japan)

^b UNIVERSITY OF TOKYO   (Japan)

^c BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY   (Bangladesh)

^d NATIONAL CHENG KUNG UNIVERSITY   (Taiwan)

Author keywords

Bearing capacity; Finite element method; Shear band; Stress path

Indexed keywords

ANISOTROPY; BEARING CAPACITY; COMPUTER SIMULATION; ELASTOPLASTICITY; FINITE ELEMENT METHOD; STRAIN HARDENING;

FOOTING LOAD;

SAND;

BEARING CAPACITY; FOOTING; GEOSYNTHETICS; REINFORCED EARTH; SAND; SOIL REINFORCEMENT;

EID: 0035561231     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.8.0205     Document Type: Article

References (46)

1. Stability of loaded footings on reinforced soil
2. Bearing capacity of loaded footings on reinforced soil
3. A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
4. Bearing capacity of reinforced subgrades
5. Comparison of geogrid and geotexile reinforced earth slabs
6. Ultimate bearing capacity and settlement of footings on reinforced sandy ground
7. Deep-footing and wide-slab effects in reinforced sandy ground
8. Prediction of bearing capacity in level sandy ground reinforced with strip reinforcement
9. Bearing capacity of reinforced horizontal sandy ground
10. Stability analysis for footings on reinforced sand slopes
11. Failure mechanisms of reinforced sand slopes loaded with a footing
12. Shear moduli of sands under cyclic torsional loading
13. Bearing capacity of sand foundation reinforced by geonet
14. Numerical simulation of strain localization and failure in reinforced sand
15. An insight into the failure of reinforced sand in plane strain compression by FEM simulation
16. 0-values of sand measured in triaxial cell
17. An analysis of a new class of integration algorithms for elasto-plstic constitutive relations
18. Anisotropic strength and deformation of sands in plane strain compression
19. Plane strain compression behavior of geogrid-reinforced sand and its numerical analysis
20. Numerical simulation of the bearing capacity of a strip footing on reinforced sand
21. A new constitutive model for granular materials
22. Finite element analysis of deformation of strain softening
23. Strength and deformation characteristics of sand in torsional simple shear
24. The stress dilatancy relation for static equilibrium of an assembly of particles in contact
25. Friction in reinforced earth
26. Tracing the equilibrium path by dynamic relaxation in materially nonlinear problems
27. Numerical simulation of bearing capacity characteristics of strip footing on sand
28. Model tests and FEM simulation of some factors affecting the bearing capacity of footing on sand
29. Numerical simulation of bearing capacity characteristics of strip footing on sand
30. Bearing capacity and deformation of sand reinforced with geogrids
31. Three-dimensional finite element collapse analysis for foundations and slopes using dynamic relaxation
32. Progressive failure and scale effect of trap-door problems with granular materials
33. Stiffness of hard soils and soft rocks in engineering applications
34. Behaviour of lubrication layers of platens in element tests
35. Strength anisotropy and shear band direction in plane strain tests of sand
36. Progressive failure and particle size effect in bearing capacity of a footing on sand
37. Strength and deformation characteristics of sand in plane strain compression at extremely low pressure
38. Modelling stress-strain relations of sand
39. Stress history-dependent deformation characteristics of dense sand in plane strain
40. Plane strain strength and deformation of sands affected by batch variations in two different types of apparatus
41. Deformation property of shear band in sand subjected to plane strain compression and its relation to particle characteristics
42. Shear banding in sand in plane strain compression
43. Reduced integration technique in general analysis of plates and shells