[
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