On behalf of the team of developers I am happy to announce that, after more than four years of development and testing, ExCalibre has just been launched. ExCalibre is a […]
A PhD-level course on hypoplastic constitutive modelling intended for both academia and practitioners.
Hypoplasticity (sand and clay models) is now available for GeoSlope SIGMA/W finite element code in a form of user defined Add-In. The implementation is based on ABAQUS umats and it […]
Download package of sand and clay hypoplasticity for GeoSlope SIGMA/W finite element code. Based on umat, comes along with the source code.
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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Convergence issue of unload of clay consolidation in Abaqus 10.7.2021
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Convergence issue of unload of clay consolidation in Abaqus 10.7.2021
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PLAXIS 2D Embedded Pile Row 2.7.2021
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PhD position at Unit fo Geotechnical Engineering of the University of Innsbruck in our doctoral program ‘Natural Hazards in Mountain Regions’ 17.6.2021
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Cyclic Triaxial Test 16.6.2021
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matlab driver 16.6.2021
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Boundary Conditions of Masin 2005 Paper for clay hypoplasticity 6.6.2021
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Hypoplastic sand-mr parameter calibration 18.5.2021
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UMAT Code for Clay Hypoplasticity 18.5.2021
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CESAR 11.5.2021
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UDSM PLAXIS 7.5.2021
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Interactive graphics of yield surfaces 30.4.2021
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