- Version
- Download 542
- File Size 1.05 MB
- Create Date 6.7.2018
- Please login to download
||1 |
||1 |
Supporting Organisations
Recent posts
-
Hardening Soil or Hardening Soil-Small umat in Abaqus 2.1.2025
-
hypoplastic interface 11.12.2024
-
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
Greetings professor,
I’m trying to implement clay hypoplastic model for a residual soil in Colombia. I do not count with the neccessary field or laboratory test to obtain the constitutive parameters related to stiffness anisotropy. Would you recommend to utilize only parameters related to the basic model and the intergranular strain concept, or should I obtain alpha_[G, E, u] by other thechnique such as optimization algorithms?
By the way, what I’m trying to do is to reproduce the soil mechanical behavior (different stress paths, drained and undrained, and different soil responses such as q vs ea, G degradations, among others) with only one set of parameters.
Thanks in advance!