2019
2019
Beiträge zum 34.Christian Veder Kolloquium
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Finite Element Analysis of Mixed-in-Place Columns (MIP) Supporting Excavations in Slopes Considering Tension Softening
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Safety assessment of existing retaining structuresSafety assessment of existing retaining structures
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The Flat Dilatometer and Seismic Dilatometer for in situ testing
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Pull-out behaviour of two post-grouted anchors: fibre-optic strain measurements and numerical simulationsPull-out behaviour of two post-grouted anchors: fibre-optic strain measurements and numerical simulations
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Corrosion damage to cantilever walls
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Long-term experiences for the safety Assessment of existing retaining structures in Styria
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Numerische Simulation eines Ankerherausziehversuches und Vergleich mit in-situ Messungen.Numerische Simulation eines Ankerherausziehversuches und Vergleich mit in-situ Messungen.235-246
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Vertikaldrainagen – Detaillierte Bemessung, Vergleich mit Messdaten und Anwendung in großem MaßstabVertikaldrainagen – Detaillierte Bemessung, Vergleich mit Messdaten und Anwendung in großem Maßstab247-260
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Numerische und versuchstechnische Nachbildung von Korrosionsschäden an WinkelstützmauernNumerische und versuchstechnische Nachbildung von Korrosionsschäden an Winkelstützmauern
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Large-scale monitoring of retaining structures: new approaches on the safety assessment of retaining structures using mobile mappingLarge-scale monitoring of retaining structures: new approaches on the safety assessment of retaining structures using mobile mapping
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Examples of successful numerical modelling of complex geotechnical problems
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2018
2018
Finite element analyses of slope stability problems using non-associated plasticity
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Numerical Analysis of Groundwater Ridging Processes Considering Water-Air Flow in a Hillslope
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Numerische Untersuchungen zum Verformungsverhalten korrosionsbeanspruchter StützbauwerkeNumerische Untersuchungen zum Verformungsverhalten korrosionsbeanspruchter Stützbauwerke389-399
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Neue Ansätze zur Zustandsbewertung bestehender Stützbauwerke basierend auf 3D-Modellen aus dynamischem LaserscanningNeue Ansätze zur Zustandsbewertung bestehender Stützbauwerke basierend auf 3D-Modellen aus dynamischem Laserscanning15-36
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Challenges in corrosion detection based on numerical and experimental studiesChallenges in corrosion detection based on numerical and experimental studies
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Embankment prediction and back analysis by means of 2D and 3D finite element analyses
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Comparison of different strength reduction techniques on slope stability calculations
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3D FEA of ultimate limit states: finite element limit analyses vs displacement based finite element analyses3D FEA of ultimate limit states: finite element limit analyses vs displacement based finite element analyses114-115
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Slope stability analyses considering non-associated plasticity: Application to boundary value problemSlope stability analyses considering non-associated plasticity: Application to boundary value problem809
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Effect of failure criterion on slope stability analysis
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Numerical modelling of an anchor load test - influence of the grout
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Fe-analysis of anchor pull out tests using advanced constitutive modelsFe-analysis of anchor pull out tests using advanced constitutive models125-132
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Numerical study of anisotropic permeability effects on undrained CPTu penetrationNumerical study of anisotropic permeability effects on undrained CPTu penetration329 - 334
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OBERVERMUNTWERK II: Numerical Modelling and Design
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Adhesive properties of laminated veneer lumber poles for use in temporary soil nailing
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Adhesive properties of laminated veneer lumber poles for use in temporary soil nailing
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Inhibited wood degradation of cement-coated beech Laminated Veneer Lumber (LVL) for temporary in-ground applications
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Monitoring of soil nailed slope stabilizations using distributed fiber optic sensingMonitoring of soil nailed slope stabilizations using distributed fiber optic sensing
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Bestimmung der Fragmentierungsenergie von Sturzblöcken und deren Einfluss auf Felssturzereignisse
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Rütteldruckverdichtung zur Verringerung der Wasserdurchlässigkeit sowie zur Erhöhung der SuffosionsstabilitätRütteldruckverdichtung zur Verringerung der Wasserdurchlässigkeit sowie zur Erhöhung der Suffosionsstabilität975-980
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Long-term material properties of circular hollow laminated veneer lumber sections under water saturation and cement alkaline attack
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Numerical simulation of a post-grouted anchor and validation with in-situ measurementsNumerical simulation of a post-grouted anchor and validation with in-situ measurements328-331
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Estimation of Relative Density in Calcareous Sands Using the Karlsruhe Interpretation MethodEstimation of Relative Density in Calcareous Sands Using the Karlsruhe Interpretation Method734-738
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Numerical study of anisotropic permeability effects on undrained CPTu penetration
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Numerical simulation of CPTu under partially drained conditionsNumerical simulation of CPTu under partially drained conditions
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26th European Young Geotechnical Engineering Conference
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Forschungsprojekt SIBS
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Bemessungsstrategien für Spritzbetonschalen
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Computing and computer modelling in geotechnical engineering
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Reliability analysis for geotechnical problems via finite elements - A practical application
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Influence of Individual Strut Failure on Performance of Deep Excavation in Soft Soil
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Finite element analyses of slope stability problems using non-associated plasticity
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Influence of the Carbonate Content on CPTResults and Practical Relevance for the Soil Improvement Works on Major Land Reclamation ProjectsInfluence of the Carbonate Content on CPTResults and Practical Relevance for the Soil Improvement Works on Major Land Reclamation Projects122-131
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Betrachtungen zur Anwendung von Vertikaldrains – Erkenntnisse aus Design, Großversuch und Anwendung bei einem Mega-ProjektBetrachtungen zur Anwendung von Vertikaldrains – Erkenntnisse aus Design, Großversuch und Anwendung bei einem Mega-Projekt139-146
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2017
2017
Investigations on the influence of water level changes on the behaviour of a slow moving landslide
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Effects of Airflow Induced by Rainfall on Shallow Groundwater Table Fluctuations
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DEM Modelling of a Dynamic Penetration Process on Mars as a Part of the NASA InSight Mission
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Neue Methoden zur Korrosionsdetektion an Litzen- und StabankersystemenNeue Methoden zur Korrosionsdetektion an Litzen- und Stabankersystemen70-86
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Modeling of coupled liquid-gas-solid three-phase processes due to fluid injection
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Investigations on Existing Concrete Cantilever Walls Subjected to Reinforcement CorrosionInvestigations on Existing Concrete Cantilever Walls Subjected to Reinforcement Corrosion2083-2091
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Water pressure definition in Plaxis
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Finite element analyses of slope stability problems using non-associated plasticityFinite element analyses of slope stability problems using non-associated plasticity
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Back analysis of a Pull-Out Test of a Ground Anchor Employing a Multilaminate Constitutive ModelBack analysis of a Pull-Out Test of a Ground Anchor Employing a Multilaminate Constitutive Model169-184
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Comparison of Different Methods for Slope Stability AnalysisComparison of Different Methods for Slope Stability Analysis141
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Small scale experiments and numerical analysis of integral bridge abutmentsSmall scale experiments and numerical analysis of integral bridge abutments753-756
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Finite element modelling of reinforced slopes by means of embedded beam rowsFinite element modelling of reinforced slopes by means of embedded beam rows2199-2202
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Impacts of Differnt Factors on Seepage and Land Uplift due to Compressed-Air Injection
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Untersuchungen zum Einfluss von Stauspiegelschwankungen auf das Verhalten einer langsamen Massenbewegung
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Parameter Calibration and Numerical Analysis of Twin Shallow Tunnels
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Numerical analyses of stability and deformation behavior of reinforced and unreinforced tunnel faces
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Sicherheitsbewertung bestehender Stützbauwerke
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Safety assessment of existing retaining structures
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Eurocode 7-based design of SCL tunnels by means of numerical analyses
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Panels Made by the Deep Mixing Method for a Building Pit Support in a Slope
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Zur Beurteilung der Standsicherheit von Böschungen mit unterschiedlichen Verfahren
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Numerical analysis of the stability of soil slopes considering unsaturated conditions by using a Lysimeter-data calibrated modelNumerical analysis of the stability of soil slopes considering unsaturated conditions by using a Lysimeter-data calibrated model166-167
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2016
2016
"Sicherheitsbewertung bestehender Stützbauwerke" Forschungsprojekt SIBS
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The influence of dynamic loads on postglacial lacustrine fine-grained deposits
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Martin Fuchsberger OBITUARY
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Effect of Jet-Grout Columns on the Seismic Response of Layered Soil Deposits
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Kluckert Klaus D.: Spezialtiefbau 2.0 - Durch Schaden wird man klug (english, german)
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Gründungssanierung eines Fermenterbauwerkes - Ursachenfindung, Sicherungsmaßnahmen und QualitätssicherungGründungssanierung eines Fermenterbauwerkes - Ursachenfindung, Sicherungsmaßnahmen und Qualitätssicherung
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Laminated Veneer Lumber Poles for temporary Soil Nailing-Investigation of Material PropertiesLaminated Veneer Lumber Poles for temporary Soil Nailing-Investigation of Material Properties
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Student Project - Embankment and Footing PredictionStudent Project - Embankment and Footing Prediction350-365
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Embankment and Footing Prediction by Means of 2D and 3D Finite Element AnalysesEmbankment and Footing Prediction by Means of 2D and 3D Finite Element Analyses360-390
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Earth pressure evaluation and safety assessment employing a novel measurement device – The InclinodeformeterEarth pressure evaluation and safety assessment employing a novel measurement device – The Inclinodeformeter315-320
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Hydro power plant Obervermuntwerk II - shotcrete phenomena in the power house cavern - decisions and remediationHydro power plant Obervermuntwerk II - shotcrete phenomena in the power house cavern - decisions and remediation553
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Numerical study on the influence of entrapped air bubbles on the time-dependent pore pressure distribution in soils due to external changes in water levelNumerical study on the influence of entrapped air bubbles on the time-dependent pore pressure distribution in soils due to external changes in water level
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Überwachung eines Ankerausziehversuches mittels Glasfasersensoren
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Numerical analysis of the stability of inhomogeneous slopes considering partially saturated conditionsNumerical analysis of the stability of inhomogeneous slopes considering partially saturated conditions
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Design methodology for tunnels
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Verification of a rheological constitutive model for shotcrete through back analysis
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FOOTING PREDICTION BY MEANS OF 2D AND 3D FINITE ELEMENT ANALYSES
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Einführung in die Thematik von (großen) Rutschungen mit dem Schwerpunkt der Zustands- und Sicherheitsbeurteilung
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Einführung in die Thematik von (großen) Rutschungen mit dem Schwerpunkt der Zustands- und Sicherheitsbeurteilung
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WORKSHOP GEOCON
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Quasi-Saturated Zones Induced by Rainfall Infiltration
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Electrochemical properties of spinel Li4Ti5O12 nanoparticles prepared via a low-temperature solid route
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3D Finite Element analysis of a complex hydropower project3D Finite Element analysis of a complex hydropower project1
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2015
2015
Comparison of finite-element limit analysis and strength reduction techniques
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Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part II: Back analyses of a case history
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Design of deep supported excavations: Comparison between numerical and empirical methodsDesign of deep supported excavations: Comparison between numerical and empirical methods479-485
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Spinnanker - ein innovatives und vielseitig anwendbares Verankerungs- und Fundierungssystem
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Ermittlung von Sicherheitsfaktoren mit der FE-Methode durch Reduktion der Scherfestigkeitsparameter – Neue ErkenntnisseErmittlung von Sicherheitsfaktoren mit der FE-Methode durch Reduktion der Scherfestigkeitsparameter – Neue Erkenntnisse7-15
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Eurocode 7 and new design challenges using numerical methods with different soil modelsEurocode 7 and new design challenges using numerical methods with different soil models4277-4282
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Comparison of finite element limit analysis and strength reduction techniques
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Geodetic and fibre optic measurements of a full-scale bi-axial compressional test
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Application of 3D finite element analysis for deep foundation problemsApplication of 3D finite element analysis for deep foundation problems69-76
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Modeling of Coupled Mechanical-Hydrological Processes in Compressed-Air-Assisted Tunneling in Unconsolidated Sediments
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Effects of Airflow Induced by Rainfall Infiltration on Unsaturated Soil Slope Stability
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On the merits of using advanced models in geotechnical engineeringOn the merits of using advanced models in geotechnical engineering207-220
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Unterfangungsmaßnahmen mittels Düsenstrahlverfahren - Ein ErfahrungsberichtUnterfangungsmaßnahmen mittels Düsenstrahlverfahren - Ein Erfahrungsbericht47-68
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Finite element analysis of tunnel excavation and ground improvement techniques employing a new constitutive model for shotcreteFinite element analysis of tunnel excavation and ground improvement techniques employing a new constitutive model for shotcrete71-80
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Performance of strength reduction finite element techniques for slope stability problemsPerformance of strength reduction finite element techniques for slope stability problems1687-1692
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Beiträge zum 30. Christian Veder Kolloquium – Entwurf und Ausführung geotechnischer Maßnahmen zur Unterfangung und Erweiterung bestehender Bauwerke
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Sanierung der Stützmauern A23 LaaerbergSanierung der Stützmauern A23 Laaerberg
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Parametric study of the seismic ground response of a linear visco-elastic soil layer improved by stone columns or pile-like elements
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Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: Numerical studies considering non-associated plasticity
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The embedded pile concept – Verification of an efficient tool for modelling complex deep foundations
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Das Tragverhalten des einzelnen Spinnanker-Gewindestabes bei vertikaler ZugbeanspruchungDas Tragverhalten des einzelnen Spinnanker-Gewindestabes bei vertikaler Zugbeanspruchung
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Finite element simulations of twin shallow tunnelsFinite element simulations of twin shallow tunnels1133-1138
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2014
2014
Construction of a snow retention basin in an Alpine sagging mass
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Thermal Properties of Soils - Determination of thermal ConductivityThermal Properties of Soils - Determination of thermal Conductivity296-304
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Spideranchor Netting - From life-size experiments to a prototype applicationSpideranchor Netting - From life-size experiments to a prototype application453-458
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Influence of EC7 design approaches on the Design of deep excavations with FEM
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A new constitutive model for shotcreteA new constitutive model for shotcrete103-108
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Überprüfung und Bewertung des Ist-Zustandes älterer Stützbauwerke im Straßennetz der ASFINAGÜberprüfung und Bewertung des Ist-Zustandes älterer Stützbauwerke im Straßennetz der ASFINAG
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Prestressed reinforced soil for infrastructure projects - a microscopic researchPrestressed reinforced soil for infrastructure projects - a microscopic research1055-1060
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Monitoring of landslides with a novel device for measuring earth pressures - InclinodeformeterMonitoring of landslides with a novel device for measuring earth pressures - Inclinodeformeter465-470
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Numerical modelling of ground improvement techniques considering tension softeningNumerical modelling of ground improvement techniques considering tension softening209-214
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Comparison of Finite Element Limit Analysis and Strength Reduction TechniquesComparison of Finite Element Limit Analysis and Strength Reduction Techniques
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Modellierung des Verhaltens von Kriechhängen
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Die Wechselwirkung Wasser-Mineralkorn und seine Bedeutung für das Frost-Tau-Verhalten von ungebundenen TragschichtenDie Wechselwirkung Wasser-Mineralkorn und seine Bedeutung für das Frost-Tau-Verhalten von ungebundenen Tragschichten585-590
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FE Analysis of degratation effect on the wooden foundation in Venice
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Earth pressure on retaining walls in slopesEarth pressure on retaining walls in slopes181-184
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3D Finite Element analysis of a RCC dam employing a concrete model with tension softening3D Finite Element analysis of a RCC dam employing a concrete model with tension softening889-894
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Influence of vibro stone columns on ground responseInfluence of vibro stone columns on ground response1-9
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Geotechnik ungebundener und gebundener Tragschichten
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3D Finite Element Analysis for Deep Foundation Case Histories3D Finite Element Analysis for Deep Foundation Case Histories205-211
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Kolkschaden an einem Brückenpfeiler und (geo-)technische Maßnahmen zur Rückdrehung und Sicherung des PfeilersKolkschaden an einem Brückenpfeiler und (geo-)technische Maßnahmen zur Rückdrehung und Sicherung des Pfeilers
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Application of a novel constitutive shotcrete model to tunnellingApplication of a novel constitutive shotcrete model to tunnelling799-804
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Application of a new shotcrete constitutive model to numerical analysis of tunnel ExcavationApplication of a new shotcrete constitutive model to numerical analysis of tunnel Excavation890-899
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Herausforderungen beim Bauen in KriechhängenHerausforderungen beim Bauen in Kriechhängen247-254
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3D Finite Element analysis of a RCC dam3D Finite Element analysis of a RCC dam627-632
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Microscopic interaction effects of prestressed geogrids in a reinforced soil elementMicroscopic interaction effects of prestressed geogrids in a reinforced soil element78-78
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Böschungsbruch Großversuche - begleitet durch ein intensives MessprogrammBöschungsbruch Großversuche - begleitet durch ein intensives Messprogramm187-204
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Großmaßstäbliche Böschungsbruchversuche mit und ohne SicherungsmassnahmenGroßmaßstäbliche Böschungsbruchversuche mit und ohne Sicherungsmassnahmen275-284
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Modelling the shear strength of overconsolidated clays with a Hvorslev surface
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Beiträge zum 29. Christian Veder Kolloquium - Stützmaßnahmen in der Geotechnik: Bemessung - Ausführung - Langzeitverhalten
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Validation of a novel constitutive model for shotcrete using data from an executed tunnel
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Böschungsbruch Großversuche - begleitet durch ein intensives Messprogramm
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Application of a new shotcrete constitutive model to the numerical analysis of a tunnel excavationApplication of a new shotcrete constitutive model to the numerical analysis of a tunnel excavation890-899
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A transparent soil model for visualizing soil-structure interactions during pull-out tests of small diameter steel rods
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Spideranchor Netting - full scale experiment, application and slope stability discussion
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FE Analysis of degradation effect on the wooden foundations in Venice
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Großmaßstäbliche Böschungsbruchversuche mit und ohne Sicherungsmassnahmen
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Ertüchtigung Hangsicherung Schönberg, Red Bull RingErtüchtigung Hangsicherung Schönberg, Red Bull Ring
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2013
2013
Vergleichende Ergebnisse von statischen Pfahlprobebelastungen an PfählenVergleichende Ergebnisse von statischen Pfahlprobebelastungen an Pfählen101-124
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A multilaminate constitutive model accounting for anisotropic small strain stiffness
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Influence of Deep Excavations on Nearby Existing Tunnels
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Finite Element Method-Based Analysis of an Unsaturated Soil Slope Subjected to Rainfall Infiltration
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Austrian Cut-off Walls - An Economically Attractive Sealing ElementAustrian Cut-off Walls - An Economically Attractive Sealing Element89-90
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Influence of anisotropic small strain stiffness on the deformation behaviour of geotechncal structures
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Setzungsprognose für Donau-City-Tower mittels 3D FE-AnalyseSetzungsprognose für Donau-City-Tower mittels 3D FE-Analyse181-193
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Using Compressed Air Injection to Control Seawater Intrusion in a Confined Coastal Aquifer
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Die Wechselwirkung Wasser-Mineralkorn und seine Bedeutung für das Frost-Tau-Verhalten von ungebundenen TragschichtenDie Wechselwirkung Wasser-Mineralkorn und seine Bedeutung für das Frost-Tau-Verhalten von ungebundenen Tragschichten
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Application of a Constitutive Model for Swelling Rock to Tunnelling
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Modelling of input data uncertainty for the financial evaluation of complex infrastructure projects
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Evaluation of State of the Art Methods for Surface Monitoring of Earth Filled DamsEvaluation of State of the Art Methods for Surface Monitoring of Earth Filled DamsDigital-8
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Numerical Analysis of Swelling Deformations in Tunnelling - a Case StudyNumerical Analysis of Swelling Deformations in Tunnelling - a Case Study429-436
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Deformation Monitoring of Flood Prevention Dams Using Geodetic and Fibre Optic Measurement TechniquesDeformation Monitoring of Flood Prevention Dams Using Geodetic and Fibre Optic Measurement TechniquesCD-8p
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Introducere in Mecanica Pamanturilor Nesaturate - Revista Romana de Geotehnica si Fundatii
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Comparison of Deep Foundation Systems using 3D Finite Element Analysis Employing Different Modeling Techniques
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Examples for successful 3D finite element analysis in geotechnical engineeringExamples for successful 3D finite element analysis in geotechnical engineering703-712
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3D Finite Element Modelling of Deep Foundations Employing an Embedded Pile Formulation978-3-900484-67-5
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I.N. Hamdhan. A Contribution to Slope Stability Analysis with the Finite Element Method978-3-900484-65-1
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On modeling cross-anisotropic elasticity of soils with a microstructure tensorOn modeling cross-anisotropic elasticity of soils with a microstructure tensor63-73
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Application of numerical methods for estimating settlements due to consolidation and creep – two case historiesApplication of numerical methods for estimating settlements due to consolidation and creep – two case histories1364-1371
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Prestressed reinforced soil by geosynthetics - Concept and experimental Investigations
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Verification of the Slope Stability of Flood Prevention Dams with Fiber Optic SensorsVerification of the Slope Stability of Flood Prevention Dams with Fiber Optic Sensors9 p. -DVD
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Beiträge zum 28. Christian Veder Kolloquium – Tiefgründungskonzepte: Vom Mikropfahl zum Großbohrpfahl
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Issues of parameter identification for numerical analysis with advanced constitutive modelsIssues of parameter identification for numerical analysis with advanced constitutive models131-138
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Einfluss des Nachweisverfahrens auf die Bemessung von Baugruben mit FEMEinfluss des Nachweisverfahrens auf die Bemessung von Baugruben mit FEM53-65
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Geotechnische Herausforderungen bei der Definition und Beurteilung der Standsicherheit von Kriechhängen
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Eurocode 7 - Entwurf, Berechnung und Bemessung in der Geotechnik
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Inclinodeformeter - Ein neuartiges Instrument zur Erddruckmessung
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Innovative solutions for supporting excavations in slopesInnovative solutions for supporting excavations in slopes2047-2050
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Influence of anisotropic small strain stiffness on the deformation behavior of geotechnical structures
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Berechnungsbeispiele zu Verpressankern und Verpresspfählen
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Durchströmung und Unterströmung bei Rückhaltebecken - Hydraulisch bedingte Grenzzustände
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Safety Definition and Estimation for Slopes with Creep Behavior - a Geotechnical ChallengeSafety Definition and Estimation for Slopes with Creep Behavior - a Geotechnical Challenge10-14
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2012
2012
Ermittlung des Luftbedarfs bei Tunnelvortrieben unter Druckluft mittels numerischer SimulationErmittlung des Luftbedarfs bei Tunnelvortrieben unter Druckluft mittels numerischer Simulation83-88
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Transparenter Boden - Erste Analysen
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Anisotropic Small Strain Stiffness in Multilaminate Soil Models
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Entwurf und Ausführung effektiver Abdichtungsmaßnahmen für den Stauraum der WKW Gössendorf und Kalsdorf bei GrazEntwurf und Ausführung effektiver Abdichtungsmaßnahmen für den Stauraum der WKW Gössendorf und Kalsdorf bei Graz225-240
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Spideranchor - An innovative technolgy for slope stabilizationSpideranchor - An innovative technolgy for slope stabilization1991-1995
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Point Estimate Method vs. Random Set – A case study in TunnellingPoint Estimate Method vs. Random Set – A case study in Tunnelling243-256
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Numerical modeling of floating prefabricated vertical drains in layered soil
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The mesoscopic Soil Geogrid Interaction of reinforced Soil utilizing DEMThe mesoscopic Soil Geogrid Interaction of reinforced Soil utilizing DEM
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B. Schädlich: A Multilaminate Constitutive Model for Stiff Soils978-3-900484-64-4
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Lackner, Christian: Prestressed reinforced soil - Concept, investigations and recommendations978-3-900484-62-0
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Influence of non-local strain regularization on the evolution of shear bandsInfluence of non-local strain regularization on the evolution of shear bands275-280
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Nestroy, Othmar; Dietzel, Martin: Die Dauerausstellung von Bodenprofilen am Institut für Angewandte Geowissenschaften der Technischen Universität Graz
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Beiträge zum 27. Christian Veder Kolloquium – Planung und Ausführung von Abdichtungsmaßnahmen in der Geotechnik
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Hydraulic studies on drill core samples of faulted hard rocks with triaxial permeability cell tests
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TAUERN SPA Kaprun Wasserhaltungs- und Abdichtungsmaßnahmen im Zuge der Bauausführung
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Berücksichtigung des Quellens von Tonstein und Anhydrit bei der Bemessung der Tunnelschale
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Geologie und Geotechnik am Beispiel außergewöhnlicher Massenbewegungen
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Calibration of constitutive parameters by inverse analysis for a geotechnical boundary problem
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2011
2011
A multilaminate soil model for highly overconsolidated claysA multilaminate soil model for highly overconsolidated clays569-574
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Dehnsteifigkeit von Geokunststoffen unter statischer und dynamischer Belastung im Bodenkontakt
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Comparison of deep foundation systems using 3D Finite Element analysisComparison of deep foundation systems using 3D Finite Element analysis970-975
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Modeling of load reversals at very small strains in anisotropic soil with multilaminate constitutive modelsModeling of load reversals at very small strains in anisotropic soil with multilaminate constitutive models1044-1051
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Bewertung von Bettungsmaterialien für Fernwärmeleitungen in Bezug auf ihre Wärmeleifähigkeit
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Baugrube Appartmenthaus ObertauernBaugrube Appartmenthaus Obertauern179-194
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Die Baugrube des Sky Tower in BukarestDie Baugrube des Sky Tower in Bukarest147-162
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Optimization of a deep foundation with diaphragm wall panels employing 3D FE analysisOptimization of a deep foundation with diaphragm wall panels employing 3D FE analysis47-53
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Vergleich von Tiefgründungsvarianten mittels 3D Finite Elemente BerechnungenVergleich von Tiefgründungsvarianten mittels 3D Finite Elemente Berechnungen339-359
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Stability analysis with FEM: strain softening versus strength reduction approachStability analysis with FEM: strain softening versus strength reduction approach53-59
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A comparison of Random Set and Point Estimate Methods in Finite Element Analysis of Tunnel ExcavationA comparison of Random Set and Point Estimate Methods in Finite Element Analysis of Tunnel Excavation341-348
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Slope stability analysis of unsaturated soil with fully coupled-deformation analysisSlope stability analysis of unsaturated soil with fully coupled-deformation analysis1-18
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Radoncic, Nedim: Tunnel design and prediction of system behaviour in weak ground978-3-900484-60-6
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Pötsch, Markus: The analysis of rotational and sliding modes of failure for slopes, foundations, and underground structures in blocky, hard rock978-3-900484-59-0
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Nasekhian, Ali: Application of Non-probabilistic and Probabilistic Concepts in Finite Element Analysis of Tunnelling978-3-900484-58-3
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Tiefe Baugruben Unter Schwierigen Randbedingungen
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Geotechnisches Messverfahren und GIS in der GeotechnikGeotechnisches Messverfahren und GIS in der Geotechnik
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Random set finite element application to tunnelling
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Influence of modelling soil anisotropy on the behaviour of deep excavationsInfluence of modelling soil anisotropy on the behaviour of deep excavations262-267
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3D Finite Elemente Berechnungen zur Setzungsprognose der Überbauung Wien-Mitte3D Finite Elemente Berechnungen zur Setzungsprognose der Überbauung Wien-Mitte199-210
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Stabilisierter THermosand als fließfähiges Bettungsmaterial mit guten Wärmedämmeigenschaften für FernwärmeleitungenStabilisierter THermosand als fließfähiges Bettungsmaterial mit guten Wärmedämmeigenschaften für Fernwärmeleitungen349-360
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2010
2010
Determination of Thermal Conductivity of Coarse and Fine Sand SoilsDetermination of Thermal Conductivity of Coarse and Fine Sand Soils1-7
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Vorgespannte Bewehrte Erde - Grundlagen, Versuche, Simulationen
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Anisotropic small strain stiffness within the multilaminate frameworkAnisotropic small strain stiffness within the multilaminate framework39-44
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Vergleich der thermischen Eigenschaften von verschiedenen bodenmechanisch geeigneten Bettungsmaterialien für FernwärmeleitungenVergleich der thermischen Eigenschaften von verschiedenen bodenmechanisch geeigneten Bettungsmaterialien für Fernwärmeleitungen593-604
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Nonlinear FE-analysis of tunnel excavation - comparison of EC7 design approaches
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Euro 2008 Stadium Klagenfurt - Prediction, Monitoring and Back Calculation of Settlement BehaviourEuro 2008 Stadium Klagenfurt - Prediction, Monitoring and Back Calculation of Settlement Behaviour217-230
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Untersuchungen zum Trag- und Verformungsverhalten des Spinnankers
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Nonlinear FE-analyses of tunnel structures based on EC7 design approaches – a case study based on the Nivy station, BratislavaNonlinear FE-analyses of tunnel structures based on EC7 design approaches – a case study based on the Nivy station, Bratislava142-142
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Quality Assurance in Geotechnics by Visualization of Measured DataQuality Assurance in Geotechnics by Visualization of Measured Data241-241
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Numerical analysis of deep excavations and tunnels in accordance with EC7 design approachesNumerical analysis of deep excavations and tunnels in accordance with EC7 design approaches206-217
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Ungebundene und stabilisierte TragschichtenUngebundene und stabilisierte Tragschichten111-138
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Spinanchor - A new constructional elementSpinanchor - A new constructional element212-212
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Water retention curves and thermal insulating properties of Thermosand
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Was hat sich in der Normensituation für Benennung, Beschreibung und Klassifizierung von Boden und Fels geändert?Was hat sich in der Normensituation für Benennung, Beschreibung und Klassifizierung von Boden und Fels geändert?10-39
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Die Messung des Wärmeleitfähigkeitsbeiwertes von Bodenproben mit der HalbraumsondeDie Messung des Wärmeleitfähigkeitsbeiwertes von Bodenproben mit der Halbraumsonde67-84
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Spinanchor - a new constructional element
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Thermenresort Seewinkel - Wasserhaltung und GründungThermenresort Seewinkel - Wasserhaltung und Gründung445-451
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3D Finite Elemente Berechnung zur Setzungsprognose der DC Towers
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Qualification of Embedding Materials for Remote Heat Supply Pipes Regarding the Thermal Conductivity (Bewertung von Bettungsmaterialien für Fernwärmeleitungen in Bezug auf ihre Wärmeleifähigkeit)
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Bewehrte Erde unter Vorspannung - Grundlagen, Versuche, Simulationen
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Prestressed geosynthetic reinforced soil by compaction
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3D Finite Elemente Berechnung zur Setzungsprognose der DC Towers
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Prestressed geosynthetic reinforced soil by compactionPrestressed geosynthetic reinforced soil by compaction717-720
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Twenty eight meters high geogrid reinforced embankments as flexible solutions in problematic hillsides: Project Trieben-Sunk, AustriaTwenty eight meters high geogrid reinforced embankments as flexible solutions in problematic hillsides: Project Trieben-Sunk, Austria1681-1684
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Nonlocal multilaminate model for strain softening analysis
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Spinanchor - a new constructional elementSpinanchor - a new constructional element266-273
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Design of deep excavations with FEM - Influence of constitutive model and comparison of EC7 design approachesDesign of deep excavations with FEM - Influence of constitutive model and comparison of EC7 design approaches804-817
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Steger, Gerhard: Experimental and numerical investigation of unsaturated soils with application to tunnelling under compressed air978-3-900484-56-9
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Beiträge zum 25. Christian Veder Kolloquium - 25 Jahre Fortschritt in der Geotechnik - Neue Entwicklungen in Gerätetechnik, Ausführung und Berechnung
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Spinnanker - ein neues KonstruktionselementSpinnanker - ein neues Konstruktionselement259-269
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Water retention curves and thermal insulating properties of ThermosandWater retention curves and thermal insulating properties of Thermosand11066-1
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Numerical 3D FE-Analysis of the Anchorage Zone of Jet Grouted Retaining WallsNumerical 3D FE-Analysis of the Anchorage Zone of Jet Grouted Retaining Walls274-274
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3D Finite Elemente Berechnung zur Setzungsprognose der DC Towers
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Random Set analysis for tunnel excavation – application to real projectRandom Set analysis for tunnel excavation – application to real project1315-1322
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Qualification of Embedding Materials for Remote Heat Supply Pipes Regarding the Thermal ConductivityQualification of Embedding Materials for Remote Heat Supply Pipes Regarding the Thermal Conductivity170-171
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Spinnanker - ein neues Konstruktionselement
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