MOMIS: A database for the numerical modelling of embankments on compressible soils and the comparison between computational results and in situ measurements;MOMIS :Une base de données sur la modélisation numérique des remblais sur sols compressibles et sur la confrontation calculs - Mesures in situ

Bulletin des Laboratoires des Ponts et Chaussees

Volumn , Issue 232, 2001, Pages 43-58

  Mestat, P ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL FLUID DYNAMICS; COMPUTER SIMULATION; EMBANKMENTS; FINITE ELEMENT METHOD; GEOTECHNICAL ENGINEERING; SOIL MECHANICS;

COMPRESSIBLE SOILS;

DATABASE SYSTEMS;

EID: 1842750462     PISSN: 12691496     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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1. The calculations on Haarajoki test embankment with the finite element program PLAXIS 6.31
2. Critical state parametric study on control embankment
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4. Performance and finite element analyses of a trial embankment on soft clay
5. Predicted behaviour of a test embankment on Malaysian marine clay
6. Double-yield-surface model. II: Implementation and verification
7. Numerical analysis of the breakwater construction of Sergipe Harbour
8. Stability analysis of embankment on soft ground (a case study)
9. Boundary conditions in the behaviour of large embankments
10. Foundation behaviour of a levee in the Po Delta
11. Predicted and measured behaviour of an embankment on Boston blue clay
12. The role of advanced constitutive relations in practical applications
13. General report: Prediction, performance and design
14. Finite element analysis of peaty ground using a Cam Clay model
15. Settlement calculations of a highway embankment on soft ground
16. Modelling the rate-sensitive characteristics of the Gloucester foundation soil
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19. Time-dependant deformations in clay soils
20. The trial embankments in Vaasa, Finland. A simulation with the Adachi-Oka creep model
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22. Prediction in soil engineering
23. Application of a bounding surface model to Boston blue clay
24. A capped plasticity model applied to Boston blue clay
25. Finite element analysis of soil consolidation, with special reference to the case of strain hardening elastoplastic stress-strain models
26. Additional analysis and comments on the performance of Muar Flats trial embankment to failure
27. Les remblais d'essai sur argiles molles de Mura Flats (Malaisie)
28. Maillages d'éléments finis pour les ouvrages de géotechnique - Conseils et recommandations
29. À propos des bench-marks en géotechnique
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34. Finite element calculations on Haarajoki test embankment
35. Finite element analysis of soil foundation below embankment
36. Elastoplastic analysis of embankment foundation
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38. Discussion of the original prediction of the behaviour of Muar test embankment
39. Prediction and performance: A review of numerical analyses for tunnels
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41. Soil-structure interaction related to actual construction sequences
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46. Study of two field cases involving undrained creep
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52. A viscoplastic creep model for the engineering practice
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55. An induced failure at a trial embankment. Part II Finite element computations