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
-
Vibration foundation behavior
Naif Alsanabani||Finite Elements|0 |
Views 4,100
Dear all I have FEM analysis results for vibration foundation response that rested either on saturated salt-encrusted flat soil (case-1) or on finite cemented sand overlie saturated salt-encrusted flat soil […] -
UMAT Implementation in Abaqus (Hypoplastic clay Subroutines)
Lovinder Mann||Finite Elements|3 |
Views 3,113
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 […] -
Calculation of coordinates of climbing formwork using hypoplasticity and pressuremter tests
Christian Schwab||Finite Elements|0 |
Views 2,815
Our article published in the latest issue of Ground Engineering 10/2017. Great combination of cone-pressueremeter-testing (CPM) by FUGRO and advanced 3D Fem modelling by GEOLINK using hypoplastic constitutive equations to […] -
Using pore fluid-stress element in SandSand
Kassem Dib||Finite Elements|1 |
Views 2,964
Hello everyone, Is it possible to use pore fluid- stress element in abaqus standard when soil is modeled using SANISAND constitutive model ? (UMAT) -
Consideration of Ko using HP clay model
muhammad shakeel||Finite Elements|1 |
Views 2,996
Dear SoilModels community Dear Prof. Masin / all I want to know how HP model considers Ko variation for the following cases: Ko with variation with OCR? Ko determination related […] -
SANISAND 2008 model
MOHD SAQIB||Finite Elements|0 |
Views 2,814
Dear fellow, Anyone have SANISAND 2008 by Taiebat and Dafalias umat subroutine available for Abaqus. I have 2004 but I need 2008 one. -
Boundary value problems for granular materials subjected to earthquake loading
MOHD SAQIB||Finite Elements|1 |
Views 2,800
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 […] -
Problem in calculating Lateral displacement of the pile using Hypoplastic clay model
arsalan Ahmad||Finite Elements|4 |
Views 2,806
Hy Professor David, I am trying to verify the result of one of your paper by the title ‘Cyclic lateral response and failure mechanisms of semi-rigid pile in soft clay: […]
0 Comments
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
-
Presentations from Prague Geotechnical Days 2023 including 29th Prague Geotechical Lecture by Yannis Dafalias 25.5.2023
-
Problem in using Hypoplastic model for sand in Abaqus. 17.5.2023
-
An error in the SANISAND umat runtime 8.5.2023
-
Htypoplastic Model in Miidas GTS NX 25.4.2023
-
set cavitation limit in ABAQUS/STANDARD when using SANISAND umat 2.4.2023
-
FE formulation and software 25.3.2023
-
Multi-objective analysis of the Sand Hypoplasticity model calibration 24.3.2023
-
Problem with SANISAND UMAT 7.3.2023
-
Prague Geotechnical Days 2023 (22nd – 23rd of May) with Prague Geotechnical Lecture by prof. Yannis Dafalias 28.2.2023
-
What is an appropriate damping model for dynamic liquefaction analysis of tailings storage facility in FLAC? 10.2.2023
-
Abaqus vs Plaxis – Local Convergence Tolerances 2.2.2023
-
Zbraslav sand – Cyclic tests by Charles University 17.1.2023
Recent Comments
- Francisco Mendez on Presentations from Prague Geotechnical Days 2023 including 29th Prague Geotechical Lecture by Yannis Dafalias
- Héctor Montenegro on Extended Mohr–Coulomb (EMC)
- Kassem Dib on Problem in using Hypoplastic model for sand in Abaqus.
- Isma Khabis on Problem in using Hypoplastic model for sand in Abaqus.
- Isma Khabis on Problem in using Hypoplastic model for sand in Abaqus.
- Kassem Dib on Problem in using Hypoplastic model for sand in Abaqus.
- Zhentao Liu on An error in the SANISAND umat runtime
- Arie Koot on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Arie Koot on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Arie Koot on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Arie Koot on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime