Can SANISAND version given in soil model work well for cyclic simple shear test ?
Tags: sanisandCONSTUTUTIVE MODELLING
Related Articles
-
Cyclic Behavior of Sand
MOHD SAQIB||Constitutive Modelling|3 |Views 4,935
Hello, Is there any constitutive model for sand which can simulate the number of cycles to reach the critical state. I used the SANISAND model but it is not promising. […] -
Compile triax calibration software under windows
Hans Henning Stutz||Constitutive Modelling|1 |Views 5,184
1. Download install exe (32 or 64 bit) from https://cygwin.com/install.html 2. Choose a mirror site / click Next and select all packages you need for compiling: Type: “gcc” into search […] -
Hypoplastic sand-mr parameter calibration
anis kheffache||Constitutive Modelling|2 |Views 5,012
Dear all, I have a question about Hypoplasticity for sand model, i am having trouble to understand about how to calibrate the mr parameter ? Since no formula is provided […] -
Issues in getting the negative values of q (mean deviatoric stress) while simulating cyclic triaxial test in ABAQUS using SANISAND subroutine.
MOHD SAQIB||Constitutive Modelling|5 |Views 5,528
Hello Everyone, I have been trying to simulate the cyclic triaxial test using the SANISAND04 subroutine. When I plotting the stress path (p-q plot), I am getting only the positive […] -
How can I solve the error in Abaqus mentioned below?
Sudipta Bhowmick||Constitutive Modelling|19 |Views 8,808
I am using SANISAND to simulate a triaxial compression test under monotonic loading. But every time my simulations break and give the same message “Abaqus/Implicit Packager exited with an error […] -
consistent tangent stiffness calculation in hypoplasticity sand UMAT
Ran Tu||Constitutive Modelling|1 |Views 5,606
Dear all, Thanks for hypoplasticity sand UMAT provided by Prof. Masin. During studying hypo sand UMAT, I am encountered with a question about consistent tangent stiffness calculation. subroutine ”perturbate_h“ seems […] -
Hypo-sand UMAT problem
sobhan abedinnejad||Constitutive Modelling|2 |Views 5,236
Dear community I have 4 Question in implementation of Hypo-sand Umat in ABAQUS could someone kindly explain? 1. I checked the Umat file from (https://soilmodels.com/download/plaxis-umat-hypoplas-zip/) and i understand this subroutine […] -
Compatibility of subroutines in ABQ2021
Erick Kencana||Constitutive Modelling|1 |Views 5,699
Hi Admin, I have been using hypoplastic subroutine supplied by this website. It works well in ABQ6.14 and ABQ2017. However, recently I have to upgrade to ABQ2021 due to an […]
0 Comments
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
-
SaniClay or SaniClay-RD 30.9.2026
-
Animating Soil Mechanics 3.7.2026
-
GeoXPM 19.6.2026
-
Autumn School in Soil Modelling at NTNU 16.6.2026
-
Viscohypoplastic bentonite (VIBE) model 28.5.2026
-
Problem in “Hoek Brown Softening” Model 30.4.2026
-
XFEM Hydraulic Fracturing in Abaqus – Pore Pressure Not Updating & Extremely Small Time Steps 28.4.2026
-
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
Recent Comments
- Hans Henning Stutz on Hardening Soil or Hardening Soil-Small umat in Abaqus
- Hans Henning Stutz on Hardening Soil Model in Abaqus
- Zhongze JIA on SANISAND for FLAC3D Download
- Zhongze JIA on SANISAND for FLAC3D Download
- Yujian Hu on Hardening Soil or Hardening Soil-Small umat in Abaqus
- Nabanita Saha on SANISAND pile-soil-interaction ABAQUS
- Hongjie Zhou on ExCalibre – SoilModels Automatic Calibration
- 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)



