New paper preprint is now available in publication database (https://soilmodels.com/publications/) “Kadlíček, T. and Mašín, D. (2020). The strength reduction method in clay hypoplasticity. Computers and Geotechnics (in print)”. In this paper, a method is developed to activate phi-c reduction in hypoplasticity and thus quantify slope stability. Abaqus and Tochnog umat and Plaxis dll is available in the download section (https://soilmodels.com/hypoclay/).
Slope stability calculation with hypoplasticity using phi-c reduction available now in download section
Related Articles
-
ABAQUS-UMAT Help
Mehmet Gocmez||Finite Elements|2 |Views 694
Hi everyone, I would like to ask if anyone has an example umat file for me to study to work on my master thesis researches. I would like to create […] -
Modeling of granular soil by using UMAT hypoplastic in Abaqus
Naif Alsanabani||Finite Elements|5 |Views 4,009
Dear all I am using the UMAT of hypoplastic model for simulation soil (3D modeling) under cyclic loading. The analysis was completed at geostatic step. But for consolidation step (soil, […] -
How to model the settlement in soil due to water drawdown.
Guru Panda||Finite Elements|5 |Views 3,943
Which software has the feature to model soil settlement due water drawdown? -
Boundary value problems for granular materials subjected to earthquake loading
MOHD SAQIB||Finite Elements|1 |Views 3,263
Dear All, Hope you all well, I have been searching for some good publications on the Boundary value problems on Foundation system with granular materials subjected to earthquake loading or […] -
FE formulation and software
Mark G||Finite Elements|0 |Views 1,729
Hi, I am looking for advice on FE formulation and software. I am a recent graduate of MSc Geotechnical Engineering and am looking to do freelance work or possibly undertake […] -
An error in the SANISAND umat runtime
Zhentao Liu||Finite Elements|15 |Views 1,834
Dear all I was simulating a pile in a fully drained soil subjected to horizontal loads using ABAQUS (as shown in Figure 1) and noticed from the monitor that the […] -
Seismic Liquifaction
MOHD SAQIB||Finite Elements|2 |Views 3,428
Hello All, I am trying to simulate the seismic liquefaction in Abaqus. Can you please help me to model this. Best Regards’ Saqib -
Tochnog Professional Page moves
Dennis Roddeman||Finite Elements|1 |Views 3,264
Hi All, Starting from Saturday January 26 2019 the Tochnog Professional page moves to http://www.tochnogprofessional.nl Best, Dennis Roddeman
0 Comments
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
- UMAT for Creep-SCLAY model. 1.3.2024
- Cyclic tests with Triax element test driver 14.2.2024
- SUMMER SCHOOL ‘Numerical Modelling in Geotechnical Engineering’, Innsbruck – July 22nd-26th, 2024 1.2.2024
- COURSE IN SOIL MODELING – NTNU, Trondheim – October 14th to 18th, 2024 21.12.2023
- MSE walls design in Plaxis 11.12.2023
- sand liquefaction modelling in Anura3D 8.12.2023
- BCV bentonite experimental and modelling datasets 14.11.2023
- Challenges in simulating geomechanical models using Mohr-Coulomb with Tension Cut-Off in Abaqus 20.10.2023
- Analys soil liquefaction with Abaqus under blast load 19.10.2023
- Hardening soil Model UMAT 13.9.2023
- Problem with VUMAT interface 20.8.2023
- UMAT and oneAPI compiler issues. (SOLVED…i hope :p) 5.8.2023
Recent Comments
- Chen Zhiming on Download Package of Charles University Implementation of High Cycle Accumulation Model
- Konstantinos Chatzis on Cyclic tests with Triax element test driver
- Abhay Pratap Singh on Cyclic tests with Triax element test driver
- Giovanni Ciardi on Cyclic tests with Triax element test driver
- Konstantinos Chatzis on Cyclic tests with Triax element test driver
- Ismail Khan on Cyclic tests with Triax element test driver
- Kanika Lamba on Cyclic tests with Triax element test driver
- Arie Koot on How to model the settlement in soil due to water drawdown.
- Konstantinos Chatzis on Cyclic tests with Triax element test driver
- Jose Duque on Cyclic tests with Triax element test driver
- MohamadReza Kamali on How to model the settlement in soil due to water drawdown.
- Leo Alibert on MSE walls design in Plaxis
- Ignacio Zuloaga on MSE walls design in Plaxis
- Giada Orlando on Problem with VUMAT interface
- Michael Spyridis on Problem with VUMAT interface
- Ahmad Moeineddin on Problem with VUMAT interface
- Nikolay Suyo Calla on Hardening soil Model UMAT
- Johan Clausen on Challenges in simulating geomechanical models using Mohr-Coulomb with Tension Cut-Off in Abaqus