Dear all,
does anyone have the umat code for Hardening Soil or Hardening Soil-Small in Abaqus? For my current work I need a umat for Hardening Soil or Hardening Soil-Small in Abaqus. It would be highly appriciated if anyone can share me the code. Thanks a lot in advance!
Kind regrads,
Fuqin Yang
Hardening Soil or Hardening Soil-Small umat in Abaqus
Related Articles
-
ExCalibre Automatic Calibration
Marco Hofer||Constitutive Modelling|2 |Views 4,890
Hello all, i hava a problem with the Oedometer curves after the automatic calibration with ExCalibre. I took the Dobrany sand dataset for an automatic calibration and then i copied […] -
Calibration Sand Hypoplasticity whit ExCalibre
Francisco Mendez||Constitutive Modelling|3 |Views 5,003
Dear all I have some laboratory test of Pescara sand and I’m trying to find the von Wolffersdorff parameters of this sand. So I have used ExCalibre with the data […] -
Abaqus RITSS methon for LDFE analysis with hypoplastic
jay chou||Constitutive Modelling|2 |Views 10,411
Hello everyone, I am using the ‘remeshing and interpolation technique with small strain’ (RITSS) method with hypoplastic, but I cannot continue the calculation after mapping. There is a warning in […] -
Problem with GeoStudio (Seepage) software
Amir F||Constitutive Modelling|1 |Views 585
Hello, I have a problem and I would be thankful if you could guide me or at least give me some points that I could solve the problem, because my […] -
stress order in hypo umat seems to be incorrect
Ran Tu||Constitutive Modelling|3 |Views 954
Dear forumers: Thanks to hypoplasticity sand UMAT provided by Prof. Masin — https://soilmodels.com/download/plaxis-umat-hypoplas-zip/. But during studying above sand UMAT, I found that the stress order may be incorrect. Because stress […] -
Soft soil model vs Soft soil creep model
Balaji Bandaru||Constitutive Modelling|1 |Views 6,435
Soft soil and soft soil creep model both include time while performing the analysis. What is the difference between both of them. -
Initial Stiffness of CU test in Masin’s 2014 Model
Shen Wang||Constitutive Modelling|1 |Views 4,952
Hi, I am using Hypoplasticity model with explicit asymptotic boundary surface proposed by Prof. Masin in 2014. In this model, parameter ‘nu’ controls initial stiffness in CU test. But when […] -
Setting of Kw for Hypoplastic Clay UDSM in Plaxis
Joel Tan||Constitutive Modelling|2 |
Views 5,100
Prof. David Masin, I am posting the queries I have emailed you earlier which you have answered and therefore I am posting it here as per your request. I wish […]
Search SoilModels Website
Recent posts
-
Correct my Plaxis FEM simulation in foundation bearing capacity results 3.4.2026
-
mohr coulomb 2D yield surface vs 3D mohr coulomb yield surface 28.2.2026
-
Problem with GeoStudio (Seepage) software 16.2.2026
-
Prague Geotechnical Days 2026 3.2.2026
-
Postdoctoral position at COFS, UWA 28.7.2025
-
Hypoplasticity clay in ABAQUS 23.7.2025
-
Drucker-Prager Cap 29.5.2025
-
Abaqus RITSS with hypoplastic 9.4.2025
-
Fellin UMAT subroutine 2.4.2025
-
Hypoplasticity clay for triaxial compression in abaqus 26.3.2025
-
Abaqus RITSS methon for LDFE analysis with hypoplastic 17.3.2025
-
Request for VUMAT Implementation of Mohr-Coulomb, Drucker-Prager, or Drucker-Prager Cap 28.2.2025
Recent Comments
- Ding Yan on Download package of a complete dataset “Karlsruhe Kaolin – Cyclic tests (T. Wichtmann)”
- Arie Koot on mohr coulomb 2D yield surface vs 3D mohr coulomb yield surface
- Arie Koot on Multilaminate Model (Schädlich & Schweiger)
- Amir F on Problem with GeoStudio (Seepage) software
- Nabanita Saha on set cavitation limit in ABAQUS/STANDARD when using SANISAND umat
- Nabanita Saha on SANISAND Abaqus UMAT and Plaxis implementations
- Tian Fapai on SANISAND Abaqus UMAT and Plaxis implementations
- Heng Wang on Multilaminate Model (Schädlich & Schweiger)
- Zhang Hongwei on Download Package of Charles University Implementation of High Cycle Accumulation Model
- Ruimin Chen on Problem with VUMAT interface
- Nitesh Bhume on UMAT and oneAPI compiler issues. (SOLVED…i hope :p)
- Aleksandar Kostadinovic on Karlsruhe fine sand – Cyclic tests (T. Wichtmann)
- Amrane Moussa on Kadlíček, T., Ochmański, M., Mašín, D. and Duque, J. (2022) Report on Charles University implementation of high cycle accumulation model
- Ramon Varghese on SANISAND for FLAC3D Download
- Shuhan Cao on Hardening Soil or Hardening Soil-Small umat in Abaqus
- Kuikui Guigui on Hypoplastic Interface Model (Stutz et al., 2016)
- Kuikui Guigui on Download Package for Hypoplastic interface model and UMAT – FRIC interface
- Francisco José Mendez on Programme of the ALERT Olek Zienkiewicz school on Constitutive Modelling of Geomaterials, February 3 to 7, 2025, Prague, Czech Republic







The theory of hardening soil model is not fully published, therefore it would be quite difficult to implement it in abaqus. If you try to implement it yourself, just a hint, the yield function for shear hardening in plaxis manual is only valid for pure triaxial stress path, which means for general stress path the yield function may not be applicable.