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A note on non-linear elasticity of isotropic overconsolidated clays |
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| Authors: | T. Hueckel E. Tutumluer R. Pellegrini |
| Abstract: | An empirically established rule of Wroth1 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. |
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