Soft soil and soft soil creep model both include time while performing the analysis. What is the difference between both of them.
Tags: Constitutive relations plaxisSoft soil model vs Soft soil creep model
Related Articles
-
Hypoplastcity sand model
Pooja Patil||Constitutive Modelling|11 |Views 5,282
Not able to run the subroutine ……..error is coming ……UMAT: illegal (negative) actual void ratio detected Can anybody help -
Hypoplastic sand-mr parameter calibration
anis kheffache||Constitutive Modelling|2 |Views 4,890
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 […] -
Vumat to calculate excess pore in Coupled Eulerian-Lagrangian ABAQUS
Yin Hoe Ong||Constitutive Modelling|0 |Views 1,440
Hi folks, May I know Is there a useable VUMAT in soilmodels.com that follows the framework of Grabe and Hamann? I need the VUMAT to calculate excess pore pressure in […] -
MSE walls design in Plaxis
Leo Alibert||Constitutive Modelling|2 |Views 1,896
Hi everyone, this is my first post in this forum. I am collecting initial data on the most appropriate soil model for the analysis of a multitiered MSE wall. I […] -
Hypoplastic UMAT & Void Ratio
Hashmi Sohawon||Constitutive Modelling|0 |Views 6,500
Hi all, Can anyone give a clarification on the material property (parameter 22) in the hypopplasticity umat for clay on Abaqus. My understanding is that these parameters are defined as […] -
Cyclic constitutive model for cemented granular soils
Hamoun Alimoradi||Constitutive Modelling|2 |Views 4,835
if you could please let me know whether Is there any constitutive model exist for capturing cyclic response for cemented materials just like cemented sand and gravelly soils. -
Hypoplastic Intergranular vs Triaxial Data
Hashmi Sohawon||Constitutive Modelling|2 |Views 4,933
Hi David, I am trying to reproduce some Triaxial data from Coop et al. (1995) using the Hypoplastic Model with Intergranular Strain Concept on Triax. So far, I cannot get […] -
Getting started with UMAT for Hypoplastic clay model in ABAQUS
Kanika Lamba||Constitutive Modelling|0 |Views 5,382
Hello All, I am getting started with implementing UMAT for soil model in ABAQUS. I am planning to use Hypoplastic clay constitutive soil model to simulate the triaxial tests. I […]
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
-
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
-
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
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



Hi
If you refer to the PLAXIS Soft Soil and Soil Soil Creep model, the main difference is that there is a creep law included in the Soft Soil Creep model, but not in the Soft Soil model.
As both are defined in effective stress space with effective strength, you can perform consolidation analysis with both.
For some practical use of the creep effect and the influence of the OCR, please see
https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/46054/practical-application-of-the-soft-soil-creep-model