I want to use this model to simulate soil-structure interaction in FLAC3D software, so I was wondering does anybody implemented this model in FLAC3D, and could you please share your C++code for this model?
Tags: Hypoplastic Interface Model; FLAC3DHypoplastic Interface Model: Does anybody implemented this model in FLAC3D
Related Articles
-
Hardening parameters (yield stress & absolute plastic strain)
Amir Mohammad Yarahmadi||Constitutive Modelling|4 |
Views 1,638
Hi to everyone I want to model a Sand with Cap plasticity or Drucker Prager failure criterion in ABAQUS, and I have the result of Triaxial test (I’ve attached the […] -
Modelling TX monotonic compressive test with ABAQUS and SANISAND – not working
Riccardo Zabatta||Constitutive Modelling|6 |
Views 1,253
I am trying to reproduce a TX monotonic, compressive test on a sand by using a 1-element, axisymmetric ABAQUS FE model, assigned to a SANISAND material. For this purpose, I […] -
-
Abaqus UEL Hypoplasticity
anis kheffache||Constitutive Modelling|0 |
Views 1,797
Dear all, I want to implement a new user element using the UEL subroutine. To simulate dynamic cases, one has to define the mass, damping and stiffness matrix then build […] -
ERROR Message when using UMAT_hcea with ABAQUS
Lukas Reindl||Constitutive Modelling|3 |
Views 1,301
Hi all! I am modelling some triaxial compressions in ABAQUS with Weald Clay. The constitutive law i am using is the clay hypoplasticity by Mašín. When running the program using […] -
Automatic calibration software ExCalibre has been launched
David Mašín||Constitutive Modelling|0 |
Views 1,294
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 […] -
Problems with the UMAT subroutine check_parms_DM of the SANISAND constitutive model
meng xiaowei||Constitutive Modelling|3 |
Views 1,148
Where can I find the source of the content in the picture below in the UMAT subroutine check_parms_DM of the SANISAND constitutive model? -
Calibration of Hypoplastic material model parameters
Amine Aboufirass||Constitutive Modelling|6 |
Views 1,365
I would like to derive material parameters based for a simulation which will implement the hypoplastic material model based on the following information: • Heavily overconsolidated • Very dense, fine […]
Search SoilModels Website
Recent posts
-
Shear modulus degragation 12.5.2022
-
FRIC code for clay hypoplasticity interface 23.4.2022
-
Hypo-umat sand 18.4.2022
-
Hypo-umat sand 18.4.2022
-
Using pore fluid-stress element in SandSand 9.4.2022
-
“Warning LNK4210” – hypoplastic clay UMAT 8.4.2022
-
Prague Geotechnical Days 2022 with Prague Geotechnical Lecture by prof. Cino Viggiani 7.4.2022
-
Micropiles load tests database 26.3.2022
-
DIANA 10.5 new features 10.3.2022
-
Input files for element tests for hypoplastic clay/sand UMAT 6.3.2022
-
Combining Hypoplastic-sand and Hypoplastic-clay in one UMAT file 2.3.2022
-
UMAT code for Unsaturated soil modes 19.2.2022
Recent Comments
- Tao Zhu on Implimentation of SANISAND constitutive model in ABAQUS/Standard for a soil-monopile interaction
- Alireza Lajmiri on Download package of ISA cyclic hypoplasticity for Abaqus
- Baban Bapir on Shear modulus degragation
- Rakshanda Showkat on SANISAND for FLAC3D Download
- HaoRan OUYANG on Using pore fluid-stress element in SandSand
- HaoRan OUYANG on Course “Hypoplasticity for Practical Applications”
- Miracle Dai on Hypo-umat sand
- Kassem Dib on liquefaction simulation with abaqus
- Kassem Dib on liquefaction simulation with abaqus
- Kassem Dib on liquefaction simulation with abaqus
- Kassem Dib on Transient Dynamic analysis (U-P formulation)
- Yifei Sun on matlab driver
- SPARSHA SINDURI NAGULA on SANISAND Abaqus UMAT and Plaxis implementations
- Srinivas Vivek Bokkisa on Modelling TX monotonic compressive test with ABAQUS and SANISAND – not working
- MOHD SAQIB on Modelling TX monotonic compressive test with ABAQUS and SANISAND – not working
- Srinivas Vivek Bokkisa on Modelling TX monotonic compressive test with ABAQUS and SANISAND – not working
- Jesus Mediavilla on DIANA FEA 10.3 new release – special on geotechnics
- Keng-Wit Lim on UMAT code for Unsaturated soil modes
To my knowledge it has not been implemented using C++ or in Flac3D.
ok, many thanks