|Title||Note on non-linear elasticity of isotropic overconsolidated clays|
|Publication Type||Journal Article|
|Year of Publication||1992|
|Authors||T Hueckel, E Tutumluer, and R Pellegrini|
|Journal||International Journal for Numerical and Analytical Methods in Geomechanics|
|Pagination||603 - 618|
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.
|Short Title||International Journal for Numerical and Analytical Methods in Geomechanics|