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IC MAGE M13 is a user-defined model for PLAXIS built using the IC MAGE UMIP framework in which a stress-dependent elastic response is combined with a Mohr-Coulomb failure criterion. Both the stiffness parameters and the strength parameters are determined following cross-correlated random distributions (either normal or log-normal).
Random Fields, Soil Variability, Finite Element Analysis, Geotechnical Analysis, Geotechnical Engineering, Constitutive Modelling
Random Fields, Soil Variability, Finite Element Analysis, Geotechnical Analysis, Geotechnical Engineering, Constitutive Modelling
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