- Version
- Download 447
- File Size 1.05 MB
- Create Date 6.7.2018
- Please login to download
||1 |
||1 |
Supporting Organisations
Recent posts
-
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
-
Oedometric Test Soil Test Plaxis 21.7.2023
-
Problem in simulating CPT using SANISAND04 10.7.2023
-
Problem with UMAT for clay hypoplasticity. Program exiting. 30.6.2023
-
Example of FLAC3D data file 10.6.2023
-
sigini ans sdvini subroutine example for soil model in Abaqus 6.6.2023
-
Presentations from Prague Geotechnical Days 2023 including 29th Prague Geotechical Lecture by Yannis Dafalias 25.5.2023
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!