Papers Published

  1. Hueckel, T. and Tutumluer, E. and Pellegrini, R., Note on non-linear elasticity of isotropic overconsolidated clays, International Journal for Numerical and Analytical Methods in Geomechanics, vol. 16 no. 8 (1992), pp. 603 - 618 .
    (last updated on 2007/04/09)

    An empirically established rule of Wroth for the dependence of the shear modulus on the mean effective pressure and the overconsolidation ratio in clays is investigated within the framework of non-linear elasticity. The resulting isotropic-deviatoric coupling is derived and compared to experiments.

    Clay - Consolidation;Clay - Pressure Effects;Stresses - Shear;Stresses - Mathematical Models;