Our article published in the latest issue of Ground Engineering 10/2017. Great combination of cone-pressueremeter-testing (CPM) by FUGRO and advanced 3D Fem modelling by GEOLINK using hypoplastic constitutive equations to define coordinates for the climbing formwork of the new ship lift. Determination of material and state parameters truly based on back-calculation of field and lab tests. Monitoring data in the course of the obeseravational method confirm the realistic behaviour of the numerical model.
Tags: tochnogCalculation of coordinates of climbing formwork using hypoplasticity and pressuremter tests
Related Articles
-
Plaxis 3D Tunnel
Mesut Demir||Finite Elements|0 |
Views 3,117
Hi Everybody, I would like to ask an error problem where I am getting while using Plaxis 3D tunnel V 1.2. Previously I was using the software with Windows 7 […] -
problem with sanisand umat
yousef zand||Finite Elements|8 |
Views 3,106
Dear all, I’m trying to model multilayer soil in abaqus. To use the SaniSand umat in model I use the following parameters but no plastic strain at all. The unit […] -
Few more Question on calculating lateral displacement of pile using hypoplastic clay model
Muhammad Ahmad||Finite Elements|0 |
Views 3,407
Dear Professor David, Thank you very much for your previous clarification. its really helps. In continuation to my previous , there are few more question, i want your kindself to […] -
PM4Silt software
Daniel Valencia||Finite Elements|5 |
Views 2,953
Hello everybody, Does somebody know a FEM Software with the implementation of PM4Silt model’s routine? I mean, one different from FLAC. Thanks for your help. -
new hypoplasticity laws in Tochnog Professional
dennis roddeman||Finite Elements|1 |
Views 2,847
The 2014 Masin hypoplasticity for clays has been implemented in Tochnog Professional under guidance of Dr. David Masin. This implementation includes structure, intergranular strains and visco effects. Extensions to the […] -
SANISAND dll
Emilio Bilotta||Finite Elements|2 |
Views 3,131
Hi there, I’ve used successfully used SANISAND .dll with Plaxis 2016, but after switching to 2017 and now 2018 the .dll seems not to work (the parameter fields appear without […] -
SANISAND 2008 model
MOHD SAQIB||Finite Elements|0 |
Views 2,814
Dear fellow, Anyone have SANISAND 2008 by Taiebat and Dafalias umat subroutine available for Abaqus. I have 2004 but I need 2008 one. -
finite element modeling of ISA-HP for sand material
arad ahmadi radin||Finite Elements|1 |
Views 2,863
On the simulation of the cyclic mobility effect with an ISA -hypoplastic hypoplastic hypoplastic model, is it possible to simulate 3D liquefiable sandy soil by available u-mat file which is […]
0 Comments
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
-
Presentations from Prague Geotechnical Days 2023 including 29th Prague Geotechical Lecture by Yannis Dafalias 25.5.2023
-
Problem in using Hypoplastic model for sand in Abaqus. 17.5.2023
-
An error in the SANISAND umat runtime 8.5.2023
-
Htypoplastic Model in Miidas GTS NX 25.4.2023
-
set cavitation limit in ABAQUS/STANDARD when using SANISAND umat 2.4.2023
-
FE formulation and software 25.3.2023
-
Multi-objective analysis of the Sand Hypoplasticity model calibration 24.3.2023
-
Problem with SANISAND UMAT 7.3.2023
-
Prague Geotechnical Days 2023 (22nd – 23rd of May) with Prague Geotechnical Lecture by prof. Yannis Dafalias 28.2.2023
-
What is an appropriate damping model for dynamic liquefaction analysis of tailings storage facility in FLAC? 10.2.2023
-
Abaqus vs Plaxis – Local Convergence Tolerances 2.2.2023
-
Zbraslav sand – Cyclic tests by Charles University 17.1.2023
Recent Comments
- Francisco Mendez on Presentations from Prague Geotechnical Days 2023 including 29th Prague Geotechical Lecture by Yannis Dafalias
- Héctor Montenegro on Extended Mohr–Coulomb (EMC)
- Kassem Dib on Problem in using Hypoplastic model for sand in Abaqus.
- Isma Khabis on Problem in using Hypoplastic model for sand in Abaqus.
- Isma Khabis on Problem in using Hypoplastic model for sand in Abaqus.
- Kassem Dib on Problem in using Hypoplastic model for sand in Abaqus.
- Zhentao Liu on An error in the SANISAND umat runtime
- Arie Koot on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Arie Koot on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Arie Koot on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Arie Koot on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime