ON THE FORMULATION AND IMPLEMENTATION OF A DOUBLE HARDENING CONSTITUTIVE MODEL FOR SOILS

Schanz, T., P. A. Vermeer, P. G. Bonnier., Formulation and verification of the Hardenin g-Soil Model, Beyond 2000 in Computational Geotechnics. Rotterdam, Netherlands, pp 281-290, 1999;

Lade, P. V., Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces”, International Journal for Solids and Structures, Vol. 13, pp 1019- 1035, 1977;

Duncan, J. M., C. Y. Chang., Nonlinear Analysis of Stress and Strain in Soils, Journal of Soil Mechanics and Foundation Division, ASCE, Vol. 96, No. SM5, pp 1629-1653, 1970;

Benz, T., Small-strain stiffness of soil and its numerical consequences. Universität Stuttgart, PhD thesis, Germany, 2007;

Simo J. C., T. J. R. Hughes, Computational Inelasticity, Volume 7: Interdisciplinary applied mathematics, Springer, New York, USA, 1998;

Eekelen, H. A. M. van, Isotropic yield surfaces in three dimensions for use in soil mechanics. Int. Journal Numerical and Analytical Methods in Geomechanics, Vol. 4, pp 89-101, 1980;

Koiter, W. T., General theorems for elastic-plastic solids, Progress in Solid Mechanics 6-th Edition, Hill, pp 165-221, 1960;

Matsuoka, H., T. Nakai., A new failure criterion for soils in three dimensional stresses. In IUTAM Conference on Deformation and Failure of Granular Materials, pp 253-263, Delft, Netherlands, 1982;

Bonnier, P. G., Implementational aspects of constitutive modeling, SCMEP Workshop No. 1 a t NTNU, Norway, 2000; International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

Schanz, T., P. A. Vermeer, P. G. Bonnier., Formulation and verification of the Hardenin g-Soil Model, Beyond 2000 in Computational Geotechnics. Rotterdam, Netherlands, pp 281-290, 1999;

Lade, P. V., Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces”, International Journal for Solids and Structures, Vol. 13, pp 1019- 1035, 1977;

Duncan, J. M., C. Y. Chang., Nonlinear Analysis of Stress and Strain in Soils, Journal of Soil Mechanics and Foundation Division, ASCE, Vol. 96, No. SM5, pp 1629-1653, 1970;

Benz, T., Small-strain stiffness of soil and its numerical consequences. Universität Stuttgart, PhD thesis, Germany, 2007;

Simo J. C., T. J. R. Hughes, Computational Inelasticity, Volume 7: Interdisciplinary applied mathematics, Springer, New York, USA, 1998;

Eekelen, H. A. M. van, Isotropic yield surfaces in three dimensions for use in soil mechanics. Int. Journal Numerical and Analytical Methods in Geomechanics, Vol. 4, pp 89-101, 1980;

Koiter, W. T., General theorems for elastic-plastic solids, Progress in Solid Mechanics 6-th Edition, Hill, pp 165-221, 1960;

Matsuoka, H., T. Nakai., A new failure criterion for soils in three dimensional stresses. In IUTAM Conference on Deformation and Failure of Granular Materials, pp 253-263, Delft, Netherlands, 1982;

Bonnier, P. G., Implementational aspects of constitutive modeling, SCMEP Workshop No. 1 a t NTNU, Norway, 2000; International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org