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Publications by [Bonnier P. G.]
Total Items found:
Schanz T.
,
Vermeer P. A.
et al.
<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 ...
Filed under:
Soil Mechanics -
Numerical Methods
Reference:
Beyond 2000 in Computational Geotechnics - 10 Years of Plaxis, Balkema, Rotterdam, 1999
