- Version
- Download 362
- File Size 1.05 MB
- Create Date 6.7.2018
- Please login to download
||1 |
||1 |
Supporting Organisations
Recent posts
-
A question about the hypoplastic model in clay 22.9.2022
-
A High-Cycle Accumulation Model for Sand (Niemunis et al., 2005) 6.9.2022
-
Malaysian kaolin – Cyclic tests by Charles University 5.9.2022
-
Problem in calculating Lateral displacement of the pile using Hypoplastic clay model 2.9.2022
-
GTS NX 25.7.2022
-
Special issue of Computers and Structures “Numerical simulation of multi‐physics phenomena in geotechnical structures” 25.7.2022
-
Post-doctorate position at Nantes University (France) in geotechnical analysis of mutualized anchors 6.7.2022
-
SIFEL – THM Model for Bentonite Barriers 27.6.2022
-
ABAQUS job doesn’t make any increment 22.6.2022
-
NorSand model for cyclic triaxial testing 9.6.2022
-
Post-doc position at Charles University in the field of THM analysis of unsaturated and heated soil cyclic loading 30.5.2022
-
Shear modulus degragation 12.5.2022
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!