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
-
How to replicate results for vertical cut in FEM program
Amine Aboufirass||Finite Elements|0 |
Views 4,017
The equations for a vertical cut in cohesive material are given in several publications including Heyman (1973): The stability of a vertical cut (see attachment Equations1.jpeg) and Verruijt (2001) Soil […] -
Hypoplasticity clay for triaxial compression in abaqus
tongyu di||Finite Elements|0 |
Views 890
While performing drained triaxial compression tests on hypoplastic clay using ABAQUS, I observed that the specimen’s porosity remains constant. Additionally, I have questions regarding the application of the material parameter […] -
sigini ans sdvini subroutine example for soil model in Abaqus
Safia EDAOUDI||Finite Elements|0 |
Views 1,801
Dear all, I’m looking for a sigini and sdvini subroutine examples to calculate soil initial state with rest coeficient K0 method or ICP-05 method or any method available. thank you. […] -
-
Special issue of Computers and Structures “Numerical simulation of multi‐physics phenomena in geotechnical structures”
David Mašín||Finite Elements|1 |
Views 6,230
https://www.sciencedirect.com/journal/computers-and-structures/about/forthcoming-special-issues Numerical simulation of multi‐physics phenomena in geotechnical structures Complete and thorough analysis of geotechnical structures, requires various complex materials models with internal structures, which cannot be described by the […] -
Modelling cyclic loads in Tochnog
Abdulaziz Abdelkadr||Finite Elements|0 |
Views 3,743
Dears all, I am using Tochnog professional software to model undrained cyclic triaxial test for behaviour and liquefaction studies. Is there an incremental driver model to execute for compressional cyclic […] -
Issue in applying SANISAND04 UMAT to Boundary-Value-Problem
Bala Harsha Srusti||Finite Elements|1 |
Views 2,079
Hi All, I am currently working on a research problem involving the implementation of the SANISAND04 UMAT (Soil models) in Abaqus for embankment analysis. While I have successfully tested the […] -
DIANA 10.5 new features
jesus mediavilla||Finite Elements|0 |
Views 4,690
DIANA 10.5 was released in 2021. It features many powerful capabilities to model soil-structure interection. See more in https://dianafea.com/2021-DIANA10-5-Release
0 Comments
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
-
Drucker-Prager Cap 29.5.2025
-
Abaqus RITSS with hypoplastic 9.4.2025
-
Fellin UMAT subroutine 2.4.2025
-
Hypoplasticity clay for triaxial compression in abaqus 26.3.2025
-
Abaqus RITSS methon for LDFE analysis with hypoplastic 17.3.2025
-
Request for VUMAT Implementation of Mohr-Coulomb, Drucker-Prager, or Drucker-Prager Cap 28.2.2025
-
Suggestions for an Advanced Constitutive Model in FEM-Based Dynamic Slope Stability Analysis 12.2.2025
-
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
Recent Comments
- Ramon Varghese on SANISAND for FLAC3D Download
- Shuhan Cao on Hardening Soil or Hardening Soil-Small umat in Abaqus
- Kuikui Guigui on Hypoplastic Interface Model (Stutz et al., 2016)
- Kuikui Guigui on Download Package for Hypoplastic interface model and UMAT – FRIC interface
- Francisco José Mendez on Programme of the ALERT Olek Zienkiewicz school on Constitutive Modelling of Geomaterials, February 3 to 7, 2025, Prague, Czech Republic
- Francisco José Mendez on REQUEST FOR EXPRESSIONS OF INTEREST (REOI) FOR PROJECT IN CONSTITUTIVE MODELLING
- Lars Vabbersgaard Andersen on GroundVib.setup.web.exe
- Maria Manakou on GroundVib.setup.web.exe
- Jay Chou on Abaqus RITSS methon for LDFE analysis with hypoplastic
- Tongyu Di on Abaqus RITSS methon for LDFE analysis with hypoplastic
- Dingxin Zhang on Errors of sand hypoplastic model with Abaqus Vumat
- Linares De Castro on GroundVib.setup.web.exe
- Chris Eskandari on Drucker Prager Cap Hardening Model
- Hu Shihong on SANISAND for FLAC3D Download
- Ulas Cilingir on SANISAND for FLAC3D Download
- Pouya Zahedi on UMAT Code for Modified Cam Clay model
- Xiuzhe Wang on Hypoplasticity sand convergence issues
- Zheng Wanying on Example of FLAC3D data file