Have a personal or library account? Click to login
Numeric Alanalysis of Monotonic and Cyclic Pressuremeter Test and Identifying Soil Behaviour Parameters Cover

Numeric Alanalysis of Monotonic and Cyclic Pressuremeter Test and Identifying Soil Behaviour Parameters

By: O. Belhassani and  R. Bahar  
Open Access
|May 2025

References

  1. Abed, Y., 2013. Numerical identification of soil behavior parameters from the pressuremeter test. Doctoral thesis. Saad DAHLAB University of Blida. Algeria.
  2. Bahar, R., 1992. Numerical analysis of the pressuremeter test, application to the identification of soil behavior parameters.These de doctorat. Ecole Centrale de Lyon. France.
  3. Bahar, R.., BELHASSANI, O., 2012. Numerical analysis of a cyclic pressuremeter test.CDROM 15th World Conference on Earthquake Engineering. Lisbon, Portugal.
  4. Baguelin, F., Jezequel, J.F., Lemée E., LeMéhauté, A., 1972. Expansion of cylindrical probes in cohesive soils, J. of the Soil Mechanics and Foundations. Division 98.1129-1142.
  5. Boubanga, A., 1990. Identification des paramètres de comportement des sols à partir de l’essai pressiométrique. Thèse de doctorat. Ecole Centrale de Lyon. France
  6. Briaud, J. L., 1992.The Pressuremeter. Published by AA Balkema. Rotterdam, Netherlands
  7. CAMILLE,S., 1981., Pressuremeter tests and cyclic pressuremeter tests. Rapport de stage DEA Sol Structure. Electricité de France. S.E.P.T.E.N.
  8. Cassan, M.,1978.Field tests in soil mechanics. Tome 1. Realisation et intepretation”. Editions Eyrolles.
  9. Combarieu, O., Canépa, Y.,2001. The cyclic pressuremeter test Bulletin des Laboratoires des Ponts et Chaussées, (233).
  10. Combarieu, O., 2006. The use of geotechnical deformation modules. French Geotechnical Review N ° 114. https://doi.org/10.1051/geotech/2006114003
  11. Fay, J.B., Le Tirant, P., 1990. Offshore wireline self-boring pressuremeter”. Proceedings of the 3th International Symposium on Pressuremeter. 55-64.
  12. Ferreira, R., Robertson, P.K., 1992. Interpretation of undrained self-boring pressuremeter test results incorporating unloading. Canadian Geotechnical Journal. 29, 918-928.
  13. Gibson, R..E., Anderson, W.F., 1961. In-situ measurement of soils properties with the pressuremeter. Civ.Engng. Publ. Wks. Rev.56,615-618. http://doi.org/10.6013/jbrewsocjapan1915.56.618
  14. Hicher, P. Y., Rangeard, D., 2004. Interprétation des essais pressiométriques II. Détermination des caractéristiques hydromécaniques des sols fins saturés par analyse inverse. Revue française de génie civil, 8(7), 819-849. DOI :10.1080/12795119.2004.9692630
  15. Itasca, 2008. FLAC Version 6.0. Fast Lagrangian Analysis of Continua. Theory and Background. Itasca Consulting Group, Minneapolis.
  16. Levasseur, S., Malécot, Y., Boulon, M., Flavigny, E., 2008. Soil parameter identification using a genetic algorithm. International Journal for Numerical and Analytical Methods in Geomechanics”. Volume 32-189-213.DOI: 10.1002/nag.614
  17. Ménard, L., 1957. Mesures in situ des propriétés physiques des sols. Annales des Ponts et Chaussées. 1:3, pp 357-376.
  18. Monnet, J., Chemaa, T.,1995. Theoretical and experimental study of the elastoplastic equilibrium of a coherent ground around the pressuremeter. Revue Française de Geotéchnique.N°73,Pp15–26. http://dx.doi.org/10.1080/19648189.2012.667654
  19. Reiffsteck, P.,Fanelli, S.,Tacita, J.L., Dupla, J.C., Desanneaux, G., 2013. Determining small strain elastic modulus using cyclic expansion tests. Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013.
  20. Soegiri, S., 1991. Modélisation de l’essai pressiométrique avec prise en compte de l’interaction fluide-solide : application à l’identification du comportement des sols. Thèse de doctorat. Ecole Centrale de Lyon.
  21. Zanier, F., 1992. Analyse numérique de l’essai pressiométrique par la méthode des éléments finis, application au cas des sols cohérents.Thèse de doctorat, Ecole Central de Lyon. France.
  22. Zentar, R., 1999. Analyse inverse des essais pressiométriques:application à l’argile de Saint-Herblain”. Thèse de doctorat. Université de Nantes, France.
  23. Zentar,R.,Hicher, P.Y.,Moulin, G.,2001. Identification of soil parameters by inverse analysis. Computers and Geotechnics, Elsevier, 28 (2), pp.129-14, https://doi.org/10.1016/S0266352X(00)00020-3
Language: English
Page range: 19 - 28
Submitted on: Oct 28, 2024
Accepted on: Mar 5, 2025
Published on: May 19, 2025
Published by: University of Oradea, Civil Engineering and Architecture Faculty
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2025 O. Belhassani, R. Bahar, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.