Hello Everyone,
I am trying to implement an unsaturated soil model (BBM or similar) in ABAQUS using UMAT. We want to assign a pore-pressure boundary condition for simulating the drying or wetting process. Consequently, a transient flow takes place through the domain. We aim to observe volume deformation due to changes in suction. However, UMAT does not have direct access to pore pressure or degree of saturation. Is there any way out?
UMAT code for Unsaturated soil modes
Related Articles
-
Using pore fluid-stress element in SandSand
Kassem Dib||Finite Elements|1 |Views 3,771
Hello everyone, Is it possible to use pore fluid- stress element in abaqus standard when soil is modeled using SANISAND constitutive model ? (UMAT) -
fortran format
sobhan abedinnejad||Finite Elements|1 |Views 3,719
hi, every one i have problem with fortran format my abaqus is 6.14 and this version accept (.for) format for fortran but some subroutines are in (.f ) format is […] -
new hypoplasticity laws in Tochnog Professional
dennis roddeman||Finite Elements|1 |Views 3,593
The 2014 Masin hypoplasticity for clays has been implemented in Tochnog Professional under guidance of Dr. David Masin. This implementation includes structure, intergranular strains and visco effects. Extensions to the […] -
Transient Dynamic analysis (U-P formulation)
anis kheffache||Finite Elements|4 |Views 4,442
Hi everyone, i want to carry out some transient dynamic analysis. as far as I know, dynamic steps in abaqus does not allow for pore pressure build-up and dissipation, and […] -
In Abaqus how do we use *DLOAD for defining both user-defined pressure and body force simultaneously?
Ashesh Choudhury||Finite Elements|0 |Views 741
In Abaqus how do we use *DLOAD for defining user-defined pressure and body force simultaneously? I want to user-define both body fore and pressure. -
hypoplasticity model with Abaqus umat on Brno clay
mahdie masoudi||Finite Elements|5 |Views 4,565
Dear all, I am a Ph.D. student at Kharazmi University. Recently I have been trying to simulate a triaxial compression test using the hypoplasticity model for clay using ABAQUS. The […] -
Tochnog Professional becomes free
Dennis Roddeman||Finite Elements|0 |Views 3,823
After several decades of development we are happy to announce that the Tochnog Professional finite element program has become free. Both for academic and commercial use. We are extremely grateful […] -
UMAT Implementation in Abaqus (Hypoplastic clay Subroutines)
Lovinder Mann||Finite Elements|4 |Views 4,257
Hi, I am working in Abaqus, aiming to model double porosity clay consolidation data by using hypoplastic clay model with meta stable structure. First, i just wanted to verify basic […]
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
- Hardening Soil or Hardening Soil-Small umat in Abaqus 2.1.2025
- hypoplastic interface 11.12.2024
- Triaxial Test Driver SANISAND 30.10.2024
- REQUEST FOR EXPRESSIONS OF INTEREST (REOI) FOR PROJECT IN CONSTITUTIVE MODELLING 23.10.2024
- Programme of the ALERT Olek Zienkiewicz school on Constitutive Modelling of Geomaterials, February 3 to 7, 2025, Prague, Czech Republic 11.10.2024
- Connecting remote sensors to the Plaxis FEM 3D using python 26.7.2024
- Intergranular Strain Extensions 16.7.2024
- Abaqus Hypoplasticity Primary Variable Is Not Available 1.7.2024
- Vumat to calculate excess pore in Coupled Eulerian-Lagrangian ABAQUS 1.7.2024
- Drucker Prager Cap Hardening Model 20.6.2024
- Soil model for sand under drained cyclic loading 15.6.2024
- In Abaqus how do we use *DLOAD for defining both user-defined pressure and body force simultaneously? 15.6.2024
Recent Comments
- Xiuzhe Wang on Hypoplasticity sand convergence issues
- Zheng Wanying on Example of FLAC3D data file
- Zheng Wanying on SANISAND for FLAC3D Download
- Anis Kheffache on Problem in using Hypoplastic model for sand in Abaqus.
- Micha Van der Sloot on PM4Sand for Plaxis Download
- Kiruthika Perumal on PM4Sand for Plaxis Download
- Shishir Kumar Sikder Amit on Mohr Coulomb umat in Abaqus
- Zhentao Liu on Hypoplasticity sand convergence issues
- Zhentao Liu on Combining Hypoplastic-sand and Hypoplastic-clay in one UMAT file
- Sumin Song on Clay and Sand hypoplasticity UMAT and Plaxis implementations, including UMAT-Plaxis interface
- KHA DIDJA on Issue in applying SANISAND04 UMAT to Boundary-Value-Problem
- Zhentao Liu on Problem in simulating CPT using SANISAND04
- Jin-Hu Li on Problem in simulating CPT using SANISAND04
- Johan Clausen on Triaxial compression test using Mohr-Coulomb model in Abaqus
- Ismail Khan on SANISAND for FLAC3D Download
- Tao Zhu on UMAT and oneAPI compiler issues. (SOLVED…i hope :p)
- Lei DAI on SANISAND for FLAC3D Download
- Yu Xiao on “Warning LNK4210” – hypoplastic clay UMAT
You got to write a UEL, not a UMAT