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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boundary surface plasticity 20.1.2021
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3 “STARS program” PhD positions related to soil mechanics open at Charles University 12.1.2021
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Animating Soil Models – Animations as teaching and learning material for soil constitutive modeling 5.1.2021
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Simulating the oedometric test with Abaqus 2.1.2021
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SANISAND 2008 Model 29.12.2020
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UMAT Implementation in Abaqus (Hypoplastic clay Subroutines) 28.12.2020
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Issues on reading xlsx extension for calibration input data 21.12.2020
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Issues in getting the negative values of q (mean deviatoric stress) while simulating cyclic triaxial test in ABAQUS using SANISAND subroutine. 19.12.2020
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hypoplasticity model with Abaqus umat on Brno clay 16.12.2020
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Animating Soil Models 15.12.2020
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HP clay subroutine in Plaxis 30.10.2020
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Modeling cyclic undrained sandy soil triaxial test using ABAQUS 27.10.2020
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