Earlier ZSoil Day’s presentations

Yin Ji,
Shanghai Geotechnical Investigation & Design, co,.ltd.GEOFEM
3D Numerical Analysis of A Building Under Construction Collapse in Shanghai

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

A.Mellal, Stucky Ing. Conseils SA
Static and Dynamic Analyses of Concrete Dams

A.Mellal, Stucky Ing. Conseils SA
Evaluation of the behaviour of an arch-gravity dam featuring a pre-existing crack

A.Mellal, Stucky Ing. Conseils SA
Seismic safety of a buttress dam and appurtenant structures - 3D static and dynamic analyses

A.Mellal, Stucky Ing. Conseils SA
Heightening of an existing gravity dam - static and dynamic analyses

A. Urbański, Cracow University of Technology & ZACE Services Ltd
Modeling of thermal, filtration and mechanical phenomena in selected sections of a gravity dam

S. Commend and F. Geiser, GeoMod ing. conseils SA
Case study. Stability of an earthdam

F. Geiser and S. Commend, GeoMod ing. conseils SA
Seismic verification of a dam

Matthias PREISIG
GeoMod ing. conseils SA
Time history dynamic analyses of geotechnical structures

A. Truty
Cracow University of Technology & ZACE Services Ltd
Dynamic simulations using Domain Reduction Method for single and two-phase media

S. Commend
GeoMod ing. conseils SA
Pushover analysis with ZSOIL taking soil into account

M. PREISIG
GeoMod ing. conseils SA
Time history dynamic analyses of geotechnical structures

S. Commend
GeoMod ing. conseils SA
Seismic assessment of embankments and breakwaters through pseudo-static analysis with ZSOIL

S. Commend
GeoMod ing. conseils SA
Pushover analysis with ZSOIL

A. Truty
Cracow University of Technology & ZACE Services Ltd
Dynamics in ZSoil 2012/2013

A. Truty
Cracow University of Technology & ZACE Services Ltd
Geodynamics in ZSoil 2012

S. Commend
GeoMod ing. conseils SA
3D push-over analysis of a motorway exit

A. Truty
ZACE Services Ltd
Dynamics in Z_Soil 2010. Current stage and future development

T. Zimmermann
ZACE Services Ltd
Nonlinear Dynamic Finite Element Analysis in Z_Soil

YIN Ji
WEI Jiaqi
Shanghai Geotechnical Investigation & Design, co,.ltd.
Numerical analysis of a shaft excavation considering installation and joint permeability of diaphragm wall

R. Obrzud
Karakas & Francais SA
Rafal Obrzud Ing. Conseil
ZACE Services
A. Truty
Cracow University of Technology and ZACE Services
Krzysztof Podles
Cracow University of Technology and ZACE Services
Large scale modeling and simulations with ZSOIL

R. Obrzud
Karakas & Francais SA
Examples of large-scale simulations of soil-structure interaction with ZSoil

Sébastien HARTMANN, Rafał OBRZUD
GeoMod ing. conseils SA
Selected aspects of designing deep excavations using ZSoil.PC

R. Obrzud
GeoMod ing. conseils SA
The use of ZSoil for complex, large scale 3D simulations of a deep excavation in soft soils

A. Truty
ZACE Services Ltd
Application of HS-small model to deep excavations and foundation rafts

F. Geiser and S. Commend
GeoMod ing. conseils SA
Numerical Simulation of Earthworks and Retaining System for an Excavation

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

Matthias PREISIG
GeoMod ing. conseils SA
Coupled hydro-mechanical landslide simulation

T. Zimmermann,
ZACE Services Ltd, Matthias Preisig, Swiss Federal Institute of Technology Lausanne
Mudslide and debris flows simulations

M. Preisig and T. Zimmermann, Swiss Federal Institute of Technology
Numerical simulation of mudflows

M. Preisig and T. Zimmermann, Swiss Federal Institute of Technology
DEBRIS FLOWS & MUD SLIDES: A Lagrangian method for two-phase flow simulation

U. EKDAHL
Ekdahl Geo, Sweden
B. BERGGREN
Berggren Tech, Sweden
JET GROUTED COLUMNS – A CASE RECORD

Yin Ji,
Shanghai Geotechnical Investigation & Design, co,.ltd., GEOFEM
Practice of Pile Foundation Treatment Based on ZSOIL.PC

S. Commend,
GeoMod ing. conseils SA, Ph. Menétrey, INGPHI SA
3D pile test with loading frame

W. Ammann,
President Global Risk Forum Davos
Risks, Disasters, Crisis and Global Change – From Threats to Sustainable Opportunities

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

Andrzej Truty
Krzysztof Podleś
Cracow University of Technology and ZACE Services
Analysis of influence of creep and damage on stress resultants and deformations in diaphragm walls

Andrzej Truty
Cracow University of Technology, ZACE Services Ltd
In situ stress disturbance caused by diaphragm wall installation in overconsolidated quarternary cohesive soils

Martin Hohberg
IUB Engineering
Modelling anchors in retaining walls

Martin Hohberg
IUB Engineering
FEM analysis of anchoring an old retaining wall against earthquakes

A. Urbański,
Cracow University of Technology & ZACE Services Ltd
Saving a building structure in a landslide. ZSoil simulation and EC-based design procedure

A. Urbański,
Cracow University of Technology & ZACE Services Ltd
2D/3Danalysis of soldier pile wall(„Berlin”type). Case study of a disaster

B. Kister,
HSLU, Lucern
Analysis of the as-is-state of old natural stone barriers

U.Ekdahl,
LTH
The landslide at Småröd in december 2006. Why did it happened?

A. Truty, K. Piotrowski and K. Dziewoński,
Cracow University of Technology
3D Modeling of Progressive Deformation of Kościuszko's Mound at Kraków

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

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