A PhD position in modeling of submerged slopes is available at the Division of Geotechnical and Tunnel Engineering at the University of Innsbruck. Further information can be found at: https://www.uibk.ac.at/geotechnik/nathaz_phd_position.html
(application online until 8.8.2018)
PhD position in slope stability modeling at University of Innsbruck
Related Articles
-
PhD position at Charles University in Prague: Modelling of THM Bentonite Behaviour for Nuclear Waste Repositories
David Mašín||Closed Calls|0 |
Views 490
PhD position is open at Charles University in Prague on Modelling of THM Bentonite Behaviour for Nuclear Waste Repositories. Annotation is attached. Deadline for application: 30. November 2018. Project start: […] -
Postdoc position in Geomechanics at Charles University, Prague
David Mašín||Closed Calls|1 |
Views 336
Charles University, Prague, Czech Republic is announcing a post-doc position in geomechanics. Project supervisor: David Mašín Topic: THM numerical modelling of bentonite for nuclear waste repositories (preferred topic). However, topic […] -
PhD position at Charles University in Prague: Modelling of Slope Stability using Hypoplastic Model
David Mašín||Closed Calls|0 |
Views 477
PhD position is open at Charles University in Prague on modelling of slope stability using hypoplastic model. Annotation is attached. Deadline for application: 30. November 2018. Project start: 1. 1. […] -
Three PhD opportunities at UWA, Australia
Britta Bienen||Closed Calls|0 |
Views 375
Open call for three PhD scholarships “Opportunities in wave energy”. This exciting project is part of the newly established Wave Energy Research Centre in Albany, Western Australia. -
Summer Intern Positions on Computational Modeling of Biomass Particle Flow
Wencheng Jin||Closed Calls|0 |
Views 471
We are currently seeking to hire summer interns in the area of geotechnical engineering, mechanical engineering with background in particle (soil) mechanics and computational continuum modeling at the Department of […] -
Two PhD Positions in Numerical Modelling in Geomechanics at Charles University
David Mašín||Closed Calls|0 |
Views 1,087
Two new PhD positions in numerical modelling in geomechanics are open at Charles University. Starting date October 2018, supervisor D. Mašín, topics: “Hypoplastic model for unsaturated expansive clays used in […] -
International Symposium on Computational Geomechanics (ComGeo IV), Assisi (Italy), May 2-4th, 2018.
Pande G.N.||Closed Calls|0 |
Views 175
Dear Colleague: We are pleased to announce that the fourth International Symposium on Computational Geomechanics (ComGeo IV) will be held in Assisi (Italy), May 2-4th, 2018. The format of this […] -
ComGeo IV Conference – Abstract deadline extension
Claudio Tamagnini||Closed Calls|0 |
Views 210
4th International Symposium on Computational Geomechanics (ComGeo IV) Assisi, Italy, May 2-4, 2018 The last date for electronic submission of one-page abstracts for the forthcoming ComGeo IV has been extended […]
0 Comments
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
-
boundary surface plasticity 20.1.2021
-
3 “STARS program” PhD positions related to soil mechanics open at Charles University 12.1.2021
-
Animating Soil Models – Animations as teaching and learning material for soil constitutive modeling 5.1.2021
-
Simulating the oedometric test with Abaqus 2.1.2021
-
SANISAND 2008 Model 29.12.2020
-
UMAT Implementation in Abaqus (Hypoplastic clay Subroutines) 28.12.2020
-
Issues on reading xlsx extension for calibration input data 21.12.2020
-
Issues in getting the negative values of q (mean deviatoric stress) while simulating cyclic triaxial test in ABAQUS using SANISAND subroutine. 19.12.2020
-
hypoplasticity model with Abaqus umat on Brno clay 16.12.2020
-
Animating Soil Models 15.12.2020
-
HP clay subroutine in Plaxis 30.10.2020
-
Modeling cyclic undrained sandy soil triaxial test using ABAQUS 27.10.2020
Recent Comments
- Ayzukra Ablimit on Difference between ExCalibre and Plaxis for Oedometer test
- 威 程 on Download package of a complete dataset “Karlsruhe fine sand – Cyclic tests (T. Wichtmann)”
- Ayzukra Ablimit on Plaxis
- Amrane Moussa on Download Package of Matlab Driver
- Ashraf Zekri on Animating Soil Models – Animations as teaching and learning material for soil constitutive modeling
- David Mašín on Download Package of Matlab Driver
- Xiang Yu on Download Package of Matlab Driver
- Mohammad Abdi on Simulating the oedometric test with Abaqus
- Hamoun Alimoradi on Interface between UMAT (Abaqus/Standard) and VUMAT (Abaqus/Explicit).
- Gertraud Medicus on Animating Soil Models – Animations as teaching and learning material for soil constitutive modeling
- MAPATE NDIAYE on Animating Soil Models – Animations as teaching and learning material for soil constitutive modeling
- JUAN VILLAMIL on Clay and Sand hypoplasticity UMAT and Plaxis implementations, including UMAT-Plaxis interface
- Shaoxiang Chen on new hypoplasticity laws in Tochnog Professional
- Lovinder Mann on UMAT Implementation in Abaqus (Hypoplastic clay Subroutines)
- Abdiel Ramon Leon Bal on Issues on reading xlsx extension for calibration input data
- Wang Shun on Issues on reading xlsx extension for calibration input data
- MOHD SAQIB on Issues in getting the negative values of q (mean deviatoric stress) while simulating cyclic triaxial test in ABAQUS using SANISAND subroutine.
- Arie Koot on Issues in getting the negative values of q (mean deviatoric stress) while simulating cyclic triaxial test in ABAQUS using SANISAND subroutine.