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| Publications [#57989] of Tomasz A. Hueckel
Papers Published
- 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)
Abstract: 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.
Keywords: Clay - Consolidation;Clay - Pressure Effects;Stresses - Shear;Stresses - Mathematical Models;
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