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Numerical testing of the stability criterion for hypoplastic constitutive equations
Authors:Wei Wu  Dimitrios Kolymbas
Affiliation:

Institute of Soil Mechanics and Rock Mechanics, University of Karlsruhe, Fed. Rep. Germany

Abstract:An outline of so-called hypoplastic constitutive equations is presented. The stability criterion proposed by Hill is applied to a hypoplastic constitutive equation for granular materials. The response envelope as proposed by Gudehus is used to check the stability criterion numerically.
Keywords:
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