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 UMATPhD course “Hypoplasticity for Practical Applications”
Related Articles
-
SImulation with hypoplastic model for granular materials in ABAQUS
yusheng yang||Constitutive Modelling|2 |Views 4,640
Hello, I want to use the hypoplastic model for granular materials downloaded from https://soilmodels.com/download/plaxis-umat-hypoplas-zip. The UMAT file umat.for is the model for sand. I followed the instruction https://web.natur.cuni.cz/uhigug/masin/plaxumat/node5.html. I have […] -
K0 determination Reloading using HP clay model
muhammad shakeel||Constitutive Modelling|0 |Views 4,071
Hi Prof. Masin , It is related to my previous post. Sorry to bother you again. I simulated Oedometer test in Plaxis as well as centrifuge reloading (using HP clay […] -
Oedometric Test Soil Test Plaxis
Ana Ribera||Constitutive Modelling|0 |Views 2,633
Hi community, I am trying to simulate a oedometer test in soil test of plaxis but i am not reaching the expected results. In the Bentley manual available at the […] -
hypoplasticity umat filr
sobhan abedinnejad||Constitutive Modelling|2 |Views 4,233
hello every one i have a problem with abaqus subroutine can i use hypoplastic umat file that prepared for palxis in this website in abaqus? or the files must be […] -
Hypoplastic Intergranular vs Triaxial Data
Hashmi Sohawon||Constitutive Modelling|2 |Views 4,283
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 […] -
SANISAND pile-soil-interaction ABAQUS
Lee Jae Sung||Constitutive Modelling|2 |Views 4,378
Hi everyone: I am trying to use SANISAND as the constitutive model of soil, and use ABAQUS software to simulate pile-soil interaction. Is it better to choose “Static, Genaral” analysis […] -
Hardening parameters (yield stress & absolute plastic strain)
Amir Mohammad Yarahmadi||Constitutive Modelling|5 |Views 6,116
Hi to everyone I want to model a Sand with Cap plasticity or Drucker Prager failure criterion in ABAQUS, and I have the result of Triaxial test (I’ve attached the […] -
consistent tangent stiffness calculation in hypoplasticity sand UMAT
Ran Tu||Constitutive Modelling|1 |Views 4,725
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 […]
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
- Triaxial Test Driver SANISAND 30.10.2024
- REQUEST FOR EXPRESSIONS OF INTEREST (REOI) FOR PROJECT IN CONSTITUTIVE MODELLING 23.10.2024
- Programme of the ALERT Olek Zienkiewicz school on Constitutive Modelling of Geomaterials, February 3 to 7, 2025, Prague, Czech Republic 11.10.2024
- Connecting remote sensors to the Plaxis FEM 3D using python 26.7.2024
- Intergranular Strain Extensions 16.7.2024
- Abaqus Hypoplasticity Primary Variable Is Not Available 1.7.2024
- Vumat to calculate excess pore in Coupled Eulerian-Lagrangian ABAQUS 1.7.2024
- Drucker Prager Cap Hardening Model 20.6.2024
- Soil model for sand under drained cyclic loading 15.6.2024
- In Abaqus how do we use *DLOAD for defining both user-defined pressure and body force simultaneously? 15.6.2024
- Issue in applying SANISAND04 UMAT to Boundary-Value-Problem 31.5.2024
- Triaxial compression test using Mohr-Coulomb model in Abaqus 27.5.2024
Recent Comments
- Sumin Song on Clay and Sand hypoplasticity UMAT and Plaxis implementations, including UMAT-Plaxis interface
- KHA DIDJA on Issue in applying SANISAND04 UMAT to Boundary-Value-Problem
- Zhentao Liu on Problem in simulating CPT using SANISAND04
- Jin-Hu Li on Problem in simulating CPT using SANISAND04
- Johan Clausen on Triaxial compression test using Mohr-Coulomb model in Abaqus
- Ismail Khan on SANISAND for FLAC3D Download
- Tao Zhu on UMAT and oneAPI compiler issues. (SOLVED…i hope :p)
- Lei DAI on SANISAND for FLAC3D Download
- Yu Xiao on “Warning LNK4210” – hypoplastic clay UMAT
- Yu Xiao on “Warning LNK4210” – hypoplastic clay UMAT
- Charbel NOHRA on “Warning LNK4210” – hypoplastic clay UMAT
- Pouya Zahedi on UMAT for hypoplastic subroutine
- Mohsen Misaghian on SANISAND umat issue
- Ashesh Choudhury on Abaqus
- Hu Shihong on Triaxial compression test using Mohr-Coulomb model in Abaqus
- Mert Eyupgiller on Triaxial compression test using Mohr-Coulomb model in Abaqus
- Bala Harsha Srusti on ABAQUS job doesn’t make any increment
- PRATIK GOEL on Hardening parameters (yield stress & absolute plastic strain)
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.