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anisotropic assumed axial strain bounding surface calculated components compression and extension const constitutive equations constitutive model Constitutive Relations corresponding cycles cyclic loading Darve defined deformation dense sand dependent determined deviatoric dilatancy effective stress elasto-plastic experimental data extension tests failure Figure flow rule formulation friction angle given Grenoble Gudehus Hvorslev initial input tests International Workshop isochoric isotropic Karlsruhe kN/m limit condition measured O.OOOO obtained output test overconsolidated plane strain plane strain test plastic potential plastic strain Poisson's ratio predictions presented principal stress response sample shear modulus shear stress shown in Fig simulate soil mechanics specimen strain increment strain rate stress path stress point stress ratio stress reversal stress space stress-strain curves tensor test data test results theory tion triaxial extension triaxial tests true triaxial University of Karlsruhe unloading Vardoulakis variables vector void ratio volumetric strain Workshop on Constitutive yield function yield surface