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NUMERICAL MODELLING OF DISCONTINUOUS ROCK MASS IN THE PLASTIC DOMAIN
Biljana kovačević-Zelić
Davorin Kovačić
Slavko Vujec
Sažetak
The paper deals with the problem of discontinuous ruck material modelling within the framework of theory of plasticity. The applicability of two models, i.e. Mohr-Coulomb's ideal plasticity and plastic anisotropy (ubiquitous joint model), is examined. Numerical analyses were performed with FLAC - finite difference code. The comparision of above mentioned constitutive models is made through the demonstrated mechanical behaviour in the direct shear test.
Ključne riječi
numerical modelling; constitutive laws; theory of plasticity; rock material; discontinuity; anisotropy, FLAC
Hrčak ID:
13594
URI
Datum izdavanja:
4.12.1995.
Posjeta: 2.161 *