References

Chen, W.F. and E. Mizuno, 1990. Nonlinear Analysis in Soil Mechanics, Theory and Implementation. Elsevier Scientific Publishers, Amesterdam, ISBN-10: 0444430431, pp: 351.

Drucker, D.C. and W. Prager, 1952. Soil mechanics and plastic analysis or limit design. Q. Applied Math., 10: 157-162.
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Iwan, W.D., 1967. On a class of models for the yielding behaviour of continuous and composite systems. J. Applied Mech., 89: 612-617.

Monnet, J., 2007. Numerical analysis for an interpretation of the pressuremeter test in granular soil. Proceedings of the 18th Congres of Francais de Mecanique, Aug. 27-31, Grenoble, France, pp: 1-8.

Olivari, G. and R. Bahar, 1993. Analyse de la reponse du modele de prager generalise sur chemin pressiometrique. Proceeding of the 6th Colloque Franco-Polonais de M�canique des Sols Appliqu�e. Sept. 20-23, Douai, France, pp: 97-104.

Salencon, J., 1966. Expansion quasi-statique d`une cavite a symetrie spherique ou cylindriquedans un milieu elastoplastique. Annales des Ponts Chaussees, 3: 175-187.

Wood, D.M. and P.C. Wroth, 1977. Some laboratory experiments related to the results of pressuremeter tests. Geotechnique, 27: 181-201.
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