![Janda, T. and Mašín, D. (2017). General method for simulating laboratory tests with constitutive models for geomechanics. International Journal for Numerical and Analytical Methods in Geomechanics 41, No. 2, 304-312 [Preprint].](https://soilmodels.com/wp-content/uploads/2017/09/soilmodels-logo-background.png){kind=logo}
Simple Matlab element test driver running elasto-plastic and hypoplastic models. Programmed in 2012 by Claudio Tamagnini and David Mašín for the ALERT Olek Zienkiewicz Course.
Hi everyone, I’m trying to simulate a triaxial test by using Matlab, adopting the sand hypoplasticity model with strain softening but so far couldn’t succeed. Would anyone help me with […]
SANISAND is an advanced elasto-plastic model based on a concept of rotational hardening incorporating the effects of fabric-dilatancy.
Sand hypoplastic model is an advanced incrementally non-linear constitutive model for sand, an outcome of an extensive research at Karlsruhe University in 1990's.
Clay hypoplasticity is an advanced incrementally non-linear constitutive model based on critical state soil mechanics developed specifically for simulation of fine-grained materials.
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Recent posts
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Interpreting results of sand hypoplastic model with Abaqus VUMAT 23.10.2020
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Interpreting results of sand hypoplastic model with Abaqus VUMAT 22.10.2020
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Skin friction along depth of pile 18.10.2020
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SANISAND pile-soil-interaction ABAQUS 13.10.2020
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Issues with Tochnog Professional not posting groundflow velocities 12.10.2020
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Question on the Matlab driver-hypoplastic models 28.9.2020
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a question on the clay hypoplasticity model with Abaqus umat 26.9.2020
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UMAT Code for Modified Cam Clay model 22.9.2020
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Mohr Coulomb umat in Abaqus 21.9.2020
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ABAQUS-UMAT Help 18.9.2020
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SANISAND umat issue 18.9.2020
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SANISAND pile-soil-interaction ABAQUS 10.9.2020
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