Are the slides in regards to Stiffness Anisotropy for Clay Hypoplasticity for the PhD course available online? The available document {Mašín, D. (2015) Part 4: Determination of material parameters, PhD course “Hypoplasticity for Practical Applications” handouts [Presentation] } only convers determination of model parameters and influence of clay structure. Thank you.
Tags: Finite Element Modelling Clay Hypoplasticity UMATRelated Articles
-
Animating Soil Models – eLearning Project
Dear all, I am currently writing a proposal for a (small & hopefully nice) eLearning project: Within the project, I would like to create animations related to constitutive modelling. I […] -
Shear Stiffness Calculation for Hypoplastic Model
Hi David, I have reproduced some single elements test on ABAQUS using the UMAT to compare with Triax Hypoplasticity. So far, my stiffness curve (q vs ea) and my stress […] -
Hypoplastic model for Granular soil
Hello everyone, Could you please anyone tell me that how I can define the hypoplastic constitutive model for granular soil in ABAQUS 6.13. With Regards, Naveen. -
Implimentation of SANISAND constitutive model in ABAQUS/Standard for a soil-monopile interaction
Dear all, I am trying to model soil-monopile interaction (3D) in ABAQUS/Standard in order to perform subsequently a cyclic and dynamic analysis. For the soil I am using the SANISAND […] -
General Questions Hypoplastic Umat on Abaqus
Hi all, After successfully testing a linear elastic Umat on Abaqus, I am now trying to test the Hypoplastic model Umat. I intend to carry out a drained triaxial single […] -
VUMAT ABAQUS: sandy soil
Dear PhD, I am studying roller vibrations on sandy soil models with vumat. Can PhD give me the subroutine model and input parameters of objects for reference? Unit of the […] -
Question on the Matlab driver-hypoplastic models
Dear all, After carefully reading the matlab drivers of hypoplastic models, I was wondering why there is not mix control undrained TX compression. I want to achieve the same result […] -
Sanisand umat with BV problem
Hi, Does someone know if sanisand implementation has been used in a boundary value problem for slope? do you have any references? Thanks very much!
Who is Online
Supporting Organisations
Recent posts
-
Interpreting results of sand hypoplastic model with Abaqus VUMAT 23.10.2020
-
Interpreting results of sand hypoplastic model with Abaqus VUMAT 22.10.2020
-
Skin friction along depth of pile 18.10.2020
-
SANISAND pile-soil-interaction ABAQUS 13.10.2020
-
Issues with Tochnog Professional not posting groundflow velocities 12.10.2020
-
Question on the Matlab driver-hypoplastic models 28.9.2020
-
a question on the clay hypoplasticity model with Abaqus umat 26.9.2020
-
UMAT Code for Modified Cam Clay model 22.9.2020
-
Mohr Coulomb umat in Abaqus 21.9.2020
-
ABAQUS-UMAT Help 18.9.2020
-
SANISAND umat issue 18.9.2020
-
SANISAND pile-soil-interaction ABAQUS 10.9.2020
Dear Hashemi, these slides are not shared, but you may find this in my book “Modelling of soil behaviour with hypo plasticity” https://soilmodels.com/book-modelling-of-soil-behaviour-on-hypoplasticity-has-been-published/
Ok, thank you.