2019
2019
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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2018
2018
Numerical Analysis of Groundwater Ridging Processes Considering Water-Air Flow in a Hillslope
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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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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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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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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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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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Rütteldruckverdichtung zur Verringerung der Wasserdurchlässigkeit sowie zur Erhöhung der SuffosionsstabilitätRütteldruckverdichtung zur Verringerung der Wasserdurchlässigkeit sowie zur Erhöhung der Suffosionsstabilität975-980
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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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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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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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Inhibited wood degradation of cement-coated beech Laminated Veneer Lumber (LVL) for temporary in-ground applications
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Comparison of different strength reduction techniques on slope stability calculations
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Adhesive properties of laminated veneer lumber poles for use in temporary soil nailing
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OBERVERMUNTWERK II: Numerical Modelling and Design
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Embankment prediction and back analysis by means of 2D and 3D finite element analyses
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Adhesive properties of laminated veneer lumber poles for use in temporary soil nailing
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Forschungsprojekt SIBS
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Numerical study of anisotropic permeability effects on undrained CPTu penetration
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Numerische Untersuchungen zum Verformungsverhalten korrosionsbeanspruchter StützbauwerkeNumerische Untersuchungen zum Verformungsverhalten korrosionsbeanspruchter Stützbauwerke389-399
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Bestimmung der Fragmentierungsenergie von Sturzblöcken und deren Einfluss auf Felssturzereignisse
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Bemessungsstrategien für Spritzbetonschalen
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Influence of Individual Strut Failure on Performance of Deep Excavation in Soft Soil
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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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Numerical study of anisotropic permeability effects on undrained CPTu penetrationNumerical study of anisotropic permeability effects on undrained CPTu penetration329 - 334
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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 modelling of an anchor load test - influence of the grout
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Effect of failure criterion on slope stability analysis
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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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26th European Young Geotechnical Engineering Conference
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Numerical simulation of CPTu under partially drained conditionsNumerical simulation of CPTu under partially drained conditions
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2017
2017
DEM Modelling of a Dynamic Penetration Process on Mars as a Part of the NASA InSight Mission
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Modeling of coupled liquid-gas-solid three-phase processes due to fluid injection
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Zur Beurteilung der Standsicherheit von Böschungen mit unterschiedlichen Verfahren
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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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Safety assessment of existing retaining structures
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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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Sicherheitsbewertung bestehender Stützbauwerke
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Panels Made by the Deep Mixing Method for a Building Pit Support in a Slope
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Eurocode 7-based design of SCL tunnels by means of numerical analyses
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Impacts of Differnt Factors on Seepage and Land Uplift due to Compressed-Air Injection
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Water pressure definition in Plaxis
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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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Untersuchungen zum Einfluss von Stauspiegelschwankungen auf das Verhalten einer langsamen Massenbewegung
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Numerical analyses of stability and deformation behavior of reinforced and unreinforced tunnel faces
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Parameter Calibration and Numerical Analysis of Twin Shallow Tunnels
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Effects of Airflow Induced by Rainfall on Shallow Groundwater Table Fluctuations
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Neue Methoden zur Korrosionsdetektion an Litzen- und StabankersystemenNeue Methoden zur Korrosionsdetektion an Litzen- und Stabankersystemen70-86
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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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2016
2016
Student Project - Embankment and Footing PredictionStudent Project - Embankment and Footing Prediction350-365
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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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Einführung in die Thematik von (großen) Rutschungen mit dem Schwerpunkt der Zustands- und Sicherheitsbeurteilung
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FOOTING PREDICTION BY MEANS OF 2D AND 3D FINITE ELEMENT ANALYSES
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Design methodology for tunnels
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Überwachung eines Ankerausziehversuches mittels Glasfasersensoren
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Kluckert Klaus D.: Spezialtiefbau 2.0 - Durch Schaden wird man klug (english, german)
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Effect of Jet-Grout Columns on the Seismic Response of Layered Soil Deposits
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The influence of dynamic loads on postglacial lacustrine fine-grained deposits
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"Sicherheitsbewertung bestehender Stützbauwerke" Forschungsprojekt SIBS
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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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Quasi-Saturated Zones Induced by Rainfall Infiltration
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Einführung in die Thematik von (großen) Rutschungen mit dem Schwerpunkt der Zustands- und Sicherheitsbeurteilung
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Verification of a rheological constitutive model for shotcrete through back analysis
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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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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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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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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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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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2015
2015
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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Beiträge zum 30. Christian Veder Kolloquium – Entwurf und Ausführung geotechnischer Maßnahmen zur Unterfangung und Erweiterung bestehender Bauwerke
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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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Finite element simulations of twin shallow tunnelsFinite element simulations of twin shallow tunnels1133-1138
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The embedded pile concept – Verification of an efficient tool for modelling complex deep foundations
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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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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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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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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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Unterfangungsmaßnahmen mittels Düsenstrahlverfahren - Ein ErfahrungsberichtUnterfangungsmaßnahmen mittels Düsenstrahlverfahren - Ein Erfahrungsbericht47-68
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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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Effects of Airflow Induced by Rainfall Infiltration on Unsaturated Soil Slope Stability
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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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Spinnanker - ein innovatives und vielseitig anwendbares Verankerungs- und Fundierungssystem
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Modeling of Coupled Mechanical-Hydrological Processes in Compressed-Air-Assisted Tunneling in Unconsolidated Sediments
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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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Geodetic and fibre optic measurements of a full-scale bi-axial compressional test
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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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Comparison of finite element limit analysis and strength reduction techniques
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2014
2014
Modellierung des Verhaltens von Kriechhängen
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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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Prestressed reinforced soil for infrastructure projects - a microscopic researchPrestressed reinforced soil for infrastructure projects - a microscopic research1055-1060
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Beiträge zum 29. Christian Veder Kolloquium - Stützmaßnahmen in der Geotechnik: Bemessung - Ausführung - Langzeitverhalten
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A new constitutive model for shotcreteA new constitutive model for shotcrete103-108
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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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Thermal Properties of Soils - Determination of thermal ConductivityThermal Properties of Soils - Determination of thermal Conductivity296-304
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Influence of EC7 design approaches on the Design of deep excavations with FEM
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Construction of a snow retention basin in an Alpine sagging mass
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Großmaßstäbliche Böschungsbruchversuche mit und ohne Sicherungsmassnahmen
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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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Böschungsbruch Großversuche - begleitet durch ein intensives Messprogramm
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Spideranchor Netting - full scale experiment, application and slope stability discussion
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Validation of a novel constitutive model for shotcrete using data from an executed tunnel
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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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Böschungsbruch Großversuche - begleitet durch ein intensives MessprogrammBöschungsbruch Großversuche - begleitet durch ein intensives Messprogramm187-204
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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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3D Finite Element analysis of a RCC dam3D Finite Element analysis of a RCC dam627-632
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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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Application of a novel constitutive shotcrete model to tunnellingApplication of a novel constitutive shotcrete model to tunnelling799-804
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Herausforderungen beim Bauen in KriechhängenHerausforderungen beim Bauen in Kriechhängen247-254
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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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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 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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Earth pressure on retaining walls in slopesEarth pressure on retaining walls in slopes181-184
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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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Numerical modelling of ground improvement techniques considering tension softeningNumerical modelling of ground improvement techniques considering tension softening209-214
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2013
2013
Austrian Cut-off Walls - An Economically Attractive Sealing ElementAustrian Cut-off Walls - An Economically Attractive Sealing Element89-90
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Using Compressed Air Injection to Control Seawater Intrusion in a Confined Coastal Aquifer
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Influence of anisotropic small strain stiffness on the deformation behaviour of geotechncal structures
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Finite Element Method-Based Analysis of an Unsaturated Soil Slope Subjected to Rainfall Infiltration
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Influence of Deep Excavations on Nearby Existing Tunnels
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Vergleichende Ergebnisse von statischen Pfahlprobebelastungen an PfählenVergleichende Ergebnisse von statischen Pfahlprobebelastungen an Pfählen101-124
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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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A multilaminate constitutive model accounting for anisotropic small strain stiffness
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Innovative solutions for supporting excavations in slopesInnovative solutions for supporting excavations in slopes2047-2050
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Durchströmung und Unterströmung bei Rückhaltebecken - Hydraulisch bedingte Grenzzustände
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Berechnungsbeispiele zu Verpressankern und Verpresspfählen
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Beiträge zum 28. Christian Veder Kolloquium – Tiefgründungskonzepte: Vom Mikropfahl zum Großbohrpfahl
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Eurocode 7 - Entwurf, Berechnung und Bemessung in der Geotechnik
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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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Inclinodeformeter - Ein neuartiges Instrument zur Erddruckmessung
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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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I.N. Hamdhan. A Contribution to Slope Stability Analysis with the Finite Element Method.978-3-900484-65-1
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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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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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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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3D Finite Element Modelling of Deep Foundations Employing an Embedded Pile Formulation.978-3-900484-67-5
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Prestressed reinforced soil by geosynthetics - Concept and experimental Investigations
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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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Comparison of Deep Foundation Systems using 3D Finite Element Analysis Employing Different Modeling Techniques
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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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Numerical Analysis of Swelling Deformations in Tunnelling - a Case StudyNumerical Analysis of Swelling Deformations in Tunnelling - a Case Study429-436
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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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Modelling of input data uncertainty for the financial evaluation of complex infrastructure projects
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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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Application of a Constitutive Model for Swelling Rock to Tunnelling
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2012
2012
Anisotropic Small Strain Stiffness in Multilaminate Soil Models
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Transparenter Boden - Erste Analysen
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Ermittlung des Luftbedarfs bei Tunnelvortrieben unter Druckluft mittels numerischer SimulationErmittlung des Luftbedarfs bei Tunnelvortrieben unter Druckluft mittels numerischer Simulation83-88
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Calibration of constitutive parameters by inverse analysis for a geotechnical boundary problem
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Geologie und Geotechnik am Beispiel außergewöhnlicher Massenbewegungen
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Beiträge zum 27. Christian Veder Kolloquium – Planung und Ausführung von Abdichtungsmaßnahmen in der Geotechnik
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Berücksichtigung des Quellens von Tonstein und Anhydrit bei der Bemessung der Tunnelschale
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TAUERN SPA Kaprun Wasserhaltungs- und Abdichtungsmaßnahmen im Zuge der Bauausführung
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Nestroy, Othmar; Dietzel, Martin: Die Dauerausstellung von Bodenprofilen am Institut für Angewandte Geowissenschaften der Technischen Universität GrazTechnische Universität Graz, Gruppe Geotechnik Graz, Institut für Angewandte Geowissenschaften
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Hydraulic studies on drill core samples of faulted hard rocks with triaxial permeability cell tests
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Lackner, Christian: Prestressed reinforced soil - Concept, investigations and recommendationsTechnische Universität Graz, Gruppe Geotechnik Graz, Institut für Bodenmechnaik und Grundbau978-3-900484-62-0
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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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B. Schädlich: A Multilaminate Constitutive Model for Stiff Soils.978-3-900484-64-4
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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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Spideranchor - An innovative technolgy for slope stabilizationSpideranchor - An innovative technolgy for slope stabilization1991-1995
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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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2011
2011
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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Comparison of deep foundation systems using 3D Finite Element analysisComparison of deep foundation systems using 3D Finite Element analysis970-975
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Dehnsteifigkeit von Geokunststoffen unter statischer und dynamischer Belastung im Bodenkontakt
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A multilaminate soil model for highly overconsolidated claysA multilaminate soil model for highly overconsolidated clays569-574
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Tiefe Baugruben Unter Schwierigen Randbedingungen
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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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3D Finite Elemente Berechnungen zur Setzungsprognose der Überbauung Wien-Mitte3D Finite Elemente Berechnungen zur Setzungsprognose der Überbauung Wien-Mitte199-210
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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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Random set finite element application to tunnelling
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Nasekhian, Ali: Application of Non-probabilistic and Probabilistic Concepts in Finite Element Analysis of TunnellingTechnische Universität Graz, Gruppe Geotechnik Graz, Institut für Bodenmechnaik und Grundbau978-3-900484-58-3
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Pötsch, Markus: The analysis of rotational and sliding modes of failure for slopes, foundations, and underground structures in blocky, hard rockTechnische Universität Graz, Gruppe Geotechnik Graz, Institut für Felsmechanik und Tunnelbau978-3-900484-59-0
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Radoncic, Nedim: Tunnel design and prediction of system behaviour in weak groundTechnische Universität Graz, Gruppe Geotechnik Graz, Institut für Felsmechanik und Tunnelbau978-3-900484-60-6
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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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Stability analysis with FEM: strain softening versus strength reduction approachStability analysis with FEM: strain softening versus strength reduction approach53-59
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Vergleich von Tiefgründungsvarianten mittels 3D Finite Elemente BerechnungenVergleich von Tiefgründungsvarianten mittels 3D Finite Elemente Berechnungen339-359
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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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Die Baugrube des Sky Tower in BukarestDie Baugrube des Sky Tower in Bukarest147-162
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Baugrube Appartmenthaus ObertauernBaugrube Appartmenthaus Obertauern179-194
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2010
2010
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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Quality Assurance in Geotechnics by Visualization of Measured DataQuality Assurance in Geotechnics by Visualization of Measured Data241-241
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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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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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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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Untersuchungen zum Trag- und Verformungsverhalten des Spinnankers
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Anisotropic small strain stiffness within the multilaminate frameworkAnisotropic small strain stiffness within the multilaminate framework39-44
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Nonlinear FE-analysis of tunnel excavation - comparison of EC7 design approaches
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Determination of Thermal Conductivity of Coarse and Fine Sand SoilsDetermination of Thermal Conductivity of Coarse and Fine Sand Soils1-7
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