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

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19. Mai 2025

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Abed, Y., 2013. Numerical identification of soil behavior parameters from the pressuremeter test. Doctoral thesis. Saad DAHLAB University of Blida. Algeria. Search in Google Scholar

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. Search in Google Scholar

Bahar, R.., BELHASSANI, O., 2012. Numerical analysis of a cyclic pressuremeter test.CDROM 15th World Conference on Earthquake Engineering. Lisbon, Portugal. Search in Google Scholar

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. Search in Google Scholar

Boubanga, A., 1990. Identification des paramètres de comportement des sols à partir de l’essai pressiométrique. Thèse de doctorat. Ecole Centrale de Lyon. France Search in Google Scholar

Briaud, J. L., 1992.The Pressuremeter. Published by AA Balkema. Rotterdam, Netherlands Search in Google Scholar

CAMILLE,S., 1981., Pressuremeter tests and cyclic pressuremeter tests. Rapport de stage DEA Sol Structure. Electricité de France. S.E.P.T.E.N. Search in Google Scholar

Cassan, M.,1978.Field tests in soil mechanics. Tome 1. Realisation et intepretation”. Editions Eyrolles. Search in Google Scholar

Combarieu, O., Canépa, Y.,2001. The cyclic pressuremeter test Bulletin des Laboratoires des Ponts et Chaussées, (233). Search in Google Scholar

Combarieu, O., 2006. The use of geotechnical deformation modules. French Geotechnical Review N ° 114. https://doi.org/10.1051/geotech/2006114003 Search in Google Scholar

Fay, J.B., Le Tirant, P., 1990. Offshore wireline self-boring pressuremeter”. Proceedings of the 3th International Symposium on Pressuremeter. 55-64. Search in Google Scholar

Ferreira, R., Robertson, P.K., 1992. Interpretation of undrained self-boring pressuremeter test results incorporating unloading. Canadian Geotechnical Journal. 29, 918-928. Search in Google Scholar

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 Search in Google Scholar

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 Search in Google Scholar

Itasca, 2008. FLAC Version 6.0. Fast Lagrangian Analysis of Continua. Theory and Background. Itasca Consulting Group, Minneapolis. Search in Google Scholar

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 Search in Google Scholar

Ménard, L., 1957. Mesures in situ des propriétés physiques des sols. Annales des Ponts et Chaussées. 1:3, pp 357-376. Search in Google Scholar

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 Search in Google Scholar

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. Search in Google Scholar

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. Search in Google Scholar

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. Search in Google Scholar

Zentar, R., 1999. Analyse inverse des essais pressiométriques:application à l’argile de Saint-Herblain”. Thèse de doctorat. Université de Nantes, France. Search in Google Scholar

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 Search in Google Scholar

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Englisch