| COURT CASE
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CONSTITUTIVE ASPECTS
A. Truty
Cracow University of Technology and ZACE Services
Krzysztof Podles
Cracow University of Technology and ZACE Services
Extension of plastic damage model to handle fire problems. Recent developments
A. Truty
Cracow University of Technology, ZACE Services Ltd
Modeling fire problems in ZSoil
A. Truty
Cracow University of Technology and ZACE Services
T. Zimmermann
ZACE Services
Krzysztof Podles
Cracow University of Technology and ZACE Services
Jan Szarlinski
prof.em. Cracow University of Technology
Creep and aging in nonlinear models for concrete
A. Truty
ZACE Services Ltd
New damage-plastic model for concrete in ZSoil 2016
R. Obrzud
GeoMod ing. conseils SA
Constitutive Virtual Laboratory or assistance in parameter determination in ZSoil v2016
Aleksander Urbański
Cracow University of Technology
Filip Pachla
Cracow University of Technology, KROZ
Karolina Wartak-Dobosz
KROZ
An orthotropic elasto-plasticdamage model of masonry. Implementation as ZSoil user model
R. Obrzud
GeoMod ing. conseils SA
Parameter determination in Zsoil 2014. New toolbox for an automated parameter identification from laboratory curves
R. Obrzud,
GeoMod ing. conseils SA
Parameter determination for advanced constitutive models in ZSoil Part 1
R. Obrzud
GeoMod ing. conseils SA
Parameter determination for advanced constitutive models in ZSoil Part 2
A. Truty,
Cracow University of Technology & ZACE Services Ltd
Hoek-Brown model for description of short and long term behavior of rocks
Liang SUN,
Laboratory of Rock Mechanics(LMR), EPFL
Micromechanism Investigation of Geomaterials using Particle Manifold Method (PMM)
A. Truty,
Cracow University of Technology & ZACE Services Ltd
Constitutive aspects in time history analysis. ZSoil 2012
M. Hofmann,
ALPINE BeMo Tunnelling GmbH,Iinnsbruck, Austria
Modelling aging shotcrete: parameter identification and application
M. Hohberg,
IUB Bern
Softening in rock mechanics - a useful concept ?
R. Obrzud,
GeoMod ing. conseils SA
On the use of the Hardening Small Strain model
A. Truty,
ZACE Services Ltd
Hardening Soil model with small strain stiffness
A. Truty,
ZACE Services Ltd
Calibration of Modified ECP-Hujeux model
A. Mellal,
GeoMod ing. conseils SA, P. Bellwald, Aigle
Implementation of a user-defined constitutive law for shales in Z_Soil
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| DAMS
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| DYNAMICS & PUSHOVER ANALYSIS
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| EXCAVATIONS
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FOUNDATIONS
Yin Ji
GEOFEM Shanghai
Foundation optimal design of complex super high-rise with zsoil.pc
Yin Ji
GEOFEM Shanghai
Settlement prediction of super highrise
Settlement prediction of super highrise - Animation
S. Commend
GeoMod ing. conseils SA
Tackling liquefaction problems with ZSOIL
Yin Ji
GEOFEM Shanghai
Geotechnical Investigation & Design, co,.ltd.GEOFEMSolve complicated geotechnical problems caused by design changing of a high rise building under construction with Zsoil.pc
Yin Ji,
GEOFEM Shanghai
Excavation and foundation settlement analysis of a 700m+ high-rise
R. Obrzud,
C. Chappuis ,GeoMod ing.conseils SA, IUB Engineering
Settlement prediction of a pile foundation for bridge abutment. A large scale 3D modelling using ZSoil
R. Obrzud,
GeoMod ing. conseils SA
Concrete foundations for pipes and turbines FE modelling of complex 3D geometries in ZSoil
Yin Ji,
Shanghai Geotechnical Investigation & Design, co,.ltd.GEOFEM
Settlement Prediction of a 606m Super high-rise
A. Truty,
ZACE Services Ltd
Modeling large foundation rafts
F. Geiser and S. Commend ,
GeoMod ing. conseils SA
Case study. Settlement analysis of an industrial building
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| MUDSLIDES
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| PILES
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| RISK
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ROADS
Yin Ji
LI Xiang
Shanghai Geotechnical Investigation & Design, co,.ltd.
Numerical analysis of a road construction above a tunnel based on the construction procedure and tunnel measurement data
Raphael Sonney, Martin Hohberg
IUB Engineering
Refurbishment of Road Infrastructure ‒ FE Analysis in Steep Slopes
F. Geiser,
S. Commend,
GeoMod ing. conseils SA,
Ph. Menetrey
ingPhi SA, Lausanne,
Ph. Schwab,
De Cérenville,Géotechnique SA, Ecublens
Comparison between predicted and measured settlements on a road project
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| SLOPES & WALLS
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TUNNELS
Markus Brandtner
IGT Geotechnik und Tunnelbau
Complex Design Situations require complex model assumptions
Christoph Berger
Emch+Berger AG Bern
Non-Linear Deflection-Force Application. Underground Train Station of Berne
A. Mellal, C. Cekerevac
Stucky SA
T. Hoch
GRUNER AG
Structural effects of the settlement of a multi-storey building due to an urban tunnel excavation
P. Jemec, D. Frank, A. Levicar
ELEA iC d.o.o. Civil engineering and consulting
Zsoil in today's projects
Martin HOHBERG
IUB Engineering
Tunnel Analysis in Debris & Soft Rock - some tricks and ...
M.Brandtner,
IGT Geotechnik und Tunnelbau
Design of unreinforced Inner Linings in Tunnels with ZSOIL Nonlinear Beams
M. Monfared , L. Fournier Bidoz, E. Rigaud, E. Garin,T. Kazerani
BG Consulting Engineers
Finite element simulation of a tunnel excavation in an urban environment: case study of the CEVA project
S. Commend ,
GeoMod ing. conseils SA
Two-dimensional FE analysis on the influence of jet grouting on displacements around a tunnel
Françoise Geiser,
GeoMod ing. conseils SA
Cut and Cover study: 2D and 3D analyses
R. Obrzud,
GeoMod ing. conseils SA, E. GARIN, BG Ingénieurs Conseils, Lausanne
Excavation analysis of a large-scale underground power plant cavern: 2D and 3D FE analyses
D. Tendon, A. Bisetti and J. L’Eplattenier,
GVH
Graitery Tunnel– Use of Zsoil for complex excavations
F. Geiser and S. Commend,
GeoMod ing. conseils SA,
J. Crisinel
DGC
Cut and cover tunnel study with ZSOIL 3D
B. Correia, L. Leal and L.R. Sousa
University of Porto, Portugal
An Innovative Underground Power Sheme, Numerical Modeling
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OTHER CASE STUDIES
Samuel KIVELL
Stephane Commend
GeoMod ing. conseils SA
Large 3D model to estimate the impact of a construction project on groundwater flow
Aleksander Urbański
Cracow University of Technology
Krzysztof Podleś
Cracow University of Technology and ZACE Services
The 2D/3D method of filtration and stability analysis of a slope with dewatering wells
Aleksander Urbański
Cracow University of Technology
Multi-scale analysis of a flow to drainage tubes
Karin Hedkvist
Stephane Commend
GeoMod ing. conseils SA
Pierino Lestuzzi
IMAC-EPFL
Damage detection via eigenfrequencies: numerical simulations and in situ experiments
Matthias PREISIG
GeoMod ing. conseils SA
Interpolating geological layers with Kriging
Aleksander Urbański
Andrzej Truty
Cracow University of Technology
Stability of heavy machinery moving on a weak subsoil
A. Truty
ZACE Services Ltd
Large strain analysis in ZSoil
Tohid Kazerani, Mohammad Monfared, EttieneGarin, Nima Nilipour
BG Consulting Engineers
Underground Modelling by Zsoil:A Practical Experience over the Software's Strengths and Development Requirements
Eurípedes Vargas Jr.
PUC-Rio, Rio de Janeiro, Brazil,
Rita Leal e Sousa
MIT, Cambridge, USA
Luís Ribeiroe Sousa ,
Laboratory for Geomechanics and Deep Underground Engineering, Beijing, China
He Manchao,
Laboratory for Geomechanics and Deep Underground Engineering, Beijing, China
Contributions on Numerical Modeling and Risk Assessment of CO2 Injection Processes on Carboniferous Formations
Michał Wszołek , Przemysław Milczarek, K. Ryż,
Cracow University of Technology
A. Urbański,
Cracow University of Technology & ZACE Services Ltd
Analysis of folded steel shell-earth bridge
U. Ekdahl,
PEAB
Prediction of vibration and design of vibroisolation for the next generation Swedish synchroton radiation facility MAX IV
S. Commend
GeoMod ing. conseils SA,
D. Pahud
SUPSI
J.C. Hadorn
Base Consultants SA,
C. Cornu
Bonnard+Gardel SA
Ground heat storage pre-dimensioning
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NUMERICS IN GEOTECHNICS & STRUCTURES