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Publications by [Schanz T.]

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<p>A new constitutive model is introduced which is formulated in the framework of classical theory of plasticity. In the model the total strains are calculated using a stress-dependent stiffness, different for both virgin loading and unloading reloading.</p ...
Reference: Beyond 2000 in Computational Geotechnics - 10 Years of Plaxis, Balkema, Rotterdam, 1999