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A Case Study on Advanced CPT Data Interpretation: From Stratification to Soil Parameters
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Numerical investigation of pile foundation systems employing an enhanced embedded finite element
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Experimental determination of hypoplastic parameters and cyclic numerical analysis for railway bridge backfills
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Parameter Optimization for Constitutive Soil Models by means of Supervised Machine Learning
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A combined approach to Automated Parameter Determination (APD)
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Dynamic testing of micropiles subjected to tensile loads
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Investigating the Impact of Inhomogeneous Soil Parameters on Shear Strength in Biaxial Tests
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Calibration of a numerical model for the investigation of piled rafts under dynamic loading
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A consistent terminology to communicate ground-related uncertainty
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Insight into interaction effects between reaction systems and test piles during static load tests
Proceedings of the 5th European Conference on Physical Modelling in Geotechnics
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Klimawandelbedingte Auswirkungen auf die Inspektion von Infrastrukturbauwerken und Ableitung nachhaltiger Maßnahmen für die Bauwerkserhaltung
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Quality control of fine-grained embankments using penetration tests
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Incorporating shear wave velocity measurements into an Automated Parameter Determination (APD) system
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Particle Swarm Optimization of Interface Constitutive Model Parameters for Embedded Beam Formulations
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Numerical studies on underground thermal energy storages
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Behavior of Cracked Grout Bodies of Micro-Piles with Different Corrosion Protection Measures
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Simulation and numerical back analysis of the load redistribution associated with degrading anchored structures
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Thermally treated residues and by-products as components of waste-based alkali-activated materials
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Reactive binder components for building materials by thermochemical upcycling of mineral wastes and by-products
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Künstliche Neuronale Netze in der SchwingungsanalyseTagungsband zur 18. D-A-CH-Tagung: Erdbebeningenieurwesen und Baudynamik
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Neue Entwicklungen im Bereich der Mikropfahltechnik
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Ultimate limit state design of deep excavation problems according to EC7 using numerical methods
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Structural Responses of a Tunnel Lining Due to an Adjacent Loaded Pile
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Characterization of Partial Drainage during Medusa Flat Dilatometer Testing
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Erfahrungswerte zur Prognose der axialen Grenztragfähigkeit von Duktilrammpfählen
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Interface Constitutive Model Calibration of Embedded Beam with Interaction Surface using Particle Swarm Optimisation
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Interface Constitutive Model Calibration of Embedded Beam with Interaction Surface using Particle Swarm Optimisation
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MLpFEM - towards Machine Learning based parameter calibration
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An automated system for determining soil parameters: Case study
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Ultimate limit state design for deep excavations according to Eurocode 7 by means of numerical methods
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Enhanced Interoperability between Geotechnical and Structural Engineering for 3D Building ModelsSynerCrete 2023: International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures217-228
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Numerical studies on the use of zero thickness interfaces in cyclic soil structure interaction analysis
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Advancements within static and dynamic Finite Element Analyses of large Embankment Dams
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Automated CPT interpretation and modelling in a BIM/Digital Twin environment
Proceedings 10th NUMGE 2023
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Advancements within static and dynamic Finite Element Analyses of large Embankment Dams
ICOLD 2023
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Shear strength reduction analysis and its usage in slope stability with unconfined seepage
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Herausforderung Bodenklassifizierung - Möglichkeiten und Vorteile der Drucksondierung
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Identification of Soil Strata from In-Situ Test Data Using Machine Learning
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A Rigorous Variant of the Shear Strength Reduction Method and Its Usage in Slope Stability
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Numerical Studies on Soil Structure Interaction of Integral Railway Bridges with Different Backfills
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Optimization variant of the shear strength reduction method and its usage for stability of embankments with unconfined seepage
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APD – AN AUTOMATED SYSTEM FOR DETERMINING PARAMETERS FOR CONSTITUTIVE MODELS BASED ON IN-SITU TESTS
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Development of a double-corrosion-protected self-drilling micropile for the foundation of rockfall protection structures
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Numerische Simulation von Drucksondierungen mithilfe der Particle Finite Element Method
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On the Use of Embedded Beam Formulations for the Numerical Analysis of Deep Foundations
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Determination of the conservation status of anchored structures in Austria
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RESEARCH PROJECT PITS - Parameter identification using in-situ tests in silty soils
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Microstructure Development in Artificially Cemented, Fine-Grained Soils
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Influence of Reaction System on Uplift Behaviour of Micropiles Subjected to Static Pullout
Proceedings of the 11th International Symposium on Field Monitoring in Geomechanics
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Underwater lightweight concrete for the construction of energy-efficient diaphragm walls
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Characterization of young sediments using CPTu and Medusa SDMT
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Recalculation of in-situ CPTu in intermediate soils using G-PFEM
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Characterization of fine-grained soils by means of insitu and laboratory tests
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Einflussfaktoren in der Nachweisführung nach EC7 mit numerischen Methoden am Beispiel einer tiefen Baugrube
Workshop Numerische Methoden in der Geotechnik 2022
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Cone Penetration Testing 2022
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Monitoring von kritischen geotechnischen Bauwerken am Beispiel von Winkelstützmauern und geankerten Konstruktionen
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Determination of stiffness parameters by means of numerical recalculation of CPTu in silty deposits
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Determination of hydraulic conductivity using HPT & CPTu
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Stability of anchored walls
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Recalculation of in-situ CPTu in intermediate soils using G-PFEM
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Charakterisierung strukturierter Stillwassersedimente: Von Insitu & Labor zu Numerik
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Long-term monitoring of the transition zone of an integral railway bridge in Germany
Proceedings of the 11th International Symposium on Field Monitoring in Geomechanics
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Potential applications of machine learning for BIM in tunnelling
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Influence of constitutive model on undrained passive earth pressure
Proceedings of the 20th International Conference on Soil Mechanics and Geotechnical Engineering, Sydney 2021
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Horizontalverspannung nicht bindiger Böden durch die Rütteldruckverdichtung mit Tiefenrüttler (experimentelle und numerische Untersuchungen)
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Identification of soil strata from in-situ test data using machine learning
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Strength reduction technique with finite element method for slopes without stabilisation measures
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Using submodels for a probabilistic nonlinear analysis of corroded RC-structures
Computational Modelling of Concrete and Concrete Structures
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Integrated computational geotechnics: From in-situ testing over automated parameter determination to predictions
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Numerical studies on 2D thermal finite element analysis
Recent Research on Environmental Earth Sciences, Geomorphology, Soil Science, Paleoclimate, and Karst
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Behaviour of cracked grout-bodies of micropiles with different corrosion protection measures
Advances in Science, Technology & Innovation
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Von fehlenden Bestandsunterlagen zu einem belastbaren Bauwerksmodell für die handnahe und visuelle Prüfung von Infrastrukturbauwerken
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Embedded Beams 2.0 - Weiterentwicklung & Anwendung
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Anchor lock-off testing – improvements on equipment and interpretation
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Determination of fine-grained soil parameters using an automated system
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Determination of fine-grained soil parameters using an automated system
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Determination of hydraulic conductivity using HPT & CPTu
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Characterization of postglacial, fine-grained sediments by means of in-situ and laboratory testing
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BIM-to-FEM: Development of a Software Tool to Increase the Operational Efficiency of Dam Construction Projects
Proceedings of the International Society for Intelligent Construction 2022 Conference
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2021
Numerical Simulation of a Ground Anchor Pullout Test Monitored with Fiber Optic Sensors.
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Numerical Analysis of Segmental Tunnel Linings employing a Hybrid Modeling Approach
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Dämmmaßnahmen bei erdnahen Bauteilen
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Dämmmaßnahmen bei erdnahen Bauteilen
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Cone penetration test dataset Premstaller Geotechnik
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Plane Strain Failure for Different Constitutive Models
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Slope Stability Analysis: Limit Analysis vs Strength Reduction FEA
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Wood-cement-composite behaviour of beech circular hollow sections
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Processing of mobile laser scanning data for large‐scale deformation monitoring of anchored retaining structures along highways
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Possibilities of damage detection in reinforcement of retaining structures
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Der ebene Verzerrungszustand für verschiedene Materialmodelle - Einfluss der Modelle auf den Sicherheitsfaktor in der Festigkeitsreduktionsmethode
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Case study on soft soil improvement using vertical drains—field measurements and numerical studies
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Errichtung eines Eisenbahntunnels in Deckelbauweise über dem Hauptsammler West der Stadt Stuttgart
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CPT Data Interpretation Employing Different Machine Learning Techniques
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Entwicklungen bei der Prüfung und Beurteilung on Mikropfählen für Schutzbauten
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Neue Entwicklungen im Bereich der ausbaubaren Anker
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Die Inklinodeformetermethode
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Learning decision boundaries for cone penetration test classification
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Stochastic 3D modelling of discrete sediment bodies for geotechnical applications
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Optimization of soil constitutive model parameters using Soil Test tool
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Practice-Oriented Validation of Embedded Beam Formulations in Geotechnical Engineering
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A numerical study on undrained passive earth pressure
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Optimization and variational principles for the shear strength reduction method
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Significance of flow rule for the passive earth pressure problem
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A rigorous variant of the shear strength reduction method and its geotechnical applications
XVI International Conference on Computational Plasticity.
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KIM – A method to estimate the relative density of calcareous sands
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Characterization of microstructure in silty soils using SCPTu tests
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Errichtung eines Eisenbahntunnels in Deckelbauweise über dem Abwasserhauptsammler der Stadt Stuttgart - Vom Entwurf über die Ausführungsplanung bis zur Umsetzung
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Numerical study on undrained cone penetration in structured soil using G-PFEM
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Numerical Simulation of CPT with the Clay and Sand Model (CASM) Including Effects of Bonding
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Parameterbestimmung mittels in-situ Tests in schluff-dominierten Böden
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2020
Risikomanagement bei Stützbauwerken im Streckennetz des Landes Steiermark
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Bearing capacity of a strip footing placed next to anexisting footing on frictional soil
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Behavior of Nonidentical Differently Loaded Interfering Rough Footings
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Maschinenkaverne Obervermuntwerk II – Ursachenanalyse und Sanierung der Spritzbetonabplatzungen
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„Mud-pumping“ im Eisenbahnbau: Labortechnische Untersuchungen der Trennstabilität zwischen Unterböden aus Schluff-Sand-Gemischen und Gleisschotter unter dynamischen Vertikallasten
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Rigorous lower and upper bounds for the 3D passive earth pressure problem
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Applicability of finger jointing to circular laminated veneer hollow sections for temporary soil nailing
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Bearing capacity of a strip footing placed next to an existing footing on frictional soil
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Numerical and experimental investigation of failure of a DCM-wall considering softening behaviour
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A Contribution to Computational Geotechnics
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Numerical Investigation of Sequential Strut Failure on Performance of Deep Excavations in Soft Soil
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Monitoringkonzept für korrosionsgeschädigte Winkelstützmauern
12. Kolloquium Bauen im Boden und Fels
301-306
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Korrosionsschäden bei Winkelstützmauern – versuchstechnische und rechnerische Untersuchungen
Messen in der Geotechnik 2020
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Versuchstechnische Untersuchungen zu Korrosionsschäden an Winkelstützmauern
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Creeping large-scale landslides - Characterisation and assessment of safety
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2019
Beech circular hollow laminated veneer lumber sections for temporary soil nailing applications
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Geological basics, geotechnical design and lining of the new headrace system for the Rodundwerk I
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BIM in Geotechnics - Application to Road and Railway Construction
International Conference on Inforatmion technology in Geo-Engineering
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Rodundwerk I- Finite Element Analysis and Design
13th International Conference Underground Construction Prague
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Numerical studies on the behaviour of soft subsoil improved by prefabricated vertical drainsbased on trial field data
Proceedings of the XVII ECSMGE-2019
1-10
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Grundbruchberechnung mit der Finite Elemente Methode - Einfluss der Fließregel
Bundesanstalt für Wasserbau (Hg.): Numerik in der Geotechnik. Karlsruhe: Bundesanstalt fürWasserbau.
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Standsicherheitsbeurteilung von Böschungen mittels FE-Methode - Möglichkeiten und Grenzen
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Numerische Simulation eines Ankerherausziehversuches und Vergleich mit in-situ Messungen
Theorie & Praxis des Spezialtiefbaus
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Vertikaldrainagen – Detaillierte Bemessung, Vergleich mit Messdaten und Anwendung in großem Maßstab
12. Österreichische Geotechniktagung
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Numerische und versuchstechnische Nachbildung von Korrosionsschäden an Winkelstützmauern
Erhaltung von Bauwerken
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Large-scale monitoring of retaining structures: new approaches on the safety assessment of retaining structures using mobile mapping
Proceedings SPIE, Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems 2019
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Examples of successful numerical modelling of complex geotechnical problems
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Application of 3D FEA for complex deep foundation problems - Some case studies
5. Kézdi Árpád Konferencia
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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 structures
Proceedings of the XVII ECSMGE-2019
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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 simulations.
Proceedings of the XVII European Conference on Soil Meachanics and Geotechnical Engineering (ECSMGE-2019)
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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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Forschungsprojekt SIBS
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Advantages of FE Analysis in Limit State Design - Two Case Studies
Prague Geotechnical Days 2019
1-4
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Sicherung von Baugrubenwänden und Geländesprüngen mittels scheibenartiger Stützelemente
12. ÖSTERREICHISCHE GEOTECHNIKTAGUNG 2019: Theorie & Praxis des Spezialtiefbaus
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KIM - Numerical studies on the spherical cavity expansion problem
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CORROSION DAMAGE ON CANTILEVER WALLS
Proceedings 27th European Young Geotechnical Engineers Conference
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Slope stability analysis
7th International Symposium on Deformation Characteristics of Geomaterials, IS-Glasgow 2019
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Microstructure of the Salzburger Seeton
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Stiffness of Salzburger Seeton
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2018
Numerical Analysis of Groundwater Ridging Processes Considering Water-Air Flow in a Hillslope
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Numerische Untersuchungen zum Verformungsverhalten korrosionsbeanspruchter Stützbauwerke
11. Kolloquium Bauen in Boden und Fels
389-399
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Neue Ansätze zur Zustandsbewertung bestehender Stützbauwerke basierend auf 3D-Modellen aus dynamischem Laserscanning
Messen in der Geotechnik 2018
15-36
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Challenges in corrosion detection based on numerical and experimental studies
Computational Modelling of Concrete Structures: Proceedings of the Conference on Computational Modelling of Concrete and Concrete Structures (EURO-C 2018)
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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 analyses
4th International Symposium on Computational Geomechanics
114-115
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Slope stability analyses considering non-associated plasticity: Application to boundary value problem
Proceedings of XVI DANUBE - EUROPEAN CONFERENCE ON GEOTECHNICAL ENGINEEERING
809 - 814
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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 models
PROCEEDINGS OF THE 9TH EUROPEAN CONFERENCE ON NUMERICAL METHODS IN GEOTECHNICAL ENGINEERING (NUMGE 2018)
125-132
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Numerical study of anisotropic permeability effects on undrained CPTu penetration
Cone Penetration Testing 2018
329 - 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 sensing
Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems 2018
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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 Suffosionsstabilität
Proceedings of the 16th Danube-European Conference on Geotechnical Engineering
975-980
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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 measurements
Proceedings of China-Europe Conference on Geotechnical Engineering
328-331
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Estimation of Relative Density in Calcareous Sands Using the Karlsruhe Interpretation Method
Proceedings of China-Europe Conference on Geotechnical Engineering
734-738
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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 conditions
Proceedings 26th European Young Geotechnical Engineers Conference
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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 Projects
Proceedings GeoMEast 2018
122-131
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Betrachtungen zur Anwendung von Vertikaldrains – Erkenntnisse aus Design, Großversuch und Anwendung bei einem Mega-Projekt
Proceedings 35. Baugrundtagung
139-146
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Finite element analyses of slope stability problems using non-associated plasticity
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2017
Water pressure definition in Plaxis
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Finite element analyses of slope stability problems using non-associated plasticity
Proceedings - IACMAG 2017, 15th International Conference of the International Association for Computer Methods and Advances in Geomechanics
1351 - 1360
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Back analysis of a Pull-Out Test of a Ground Anchor Employing a Multilaminate Constitutive Model
Proceedings of "Workshop on numerical methods in geotechnics"
169-184
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Comparison of Different Methods for Slope Stability Analysis
Proceedings of "Workshop on numerical methods in geotechnics"
141
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Small scale experiments and numerical analysis of integral bridge abutments
Proceedings - ICSMGE 2017
753-756
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Finite element modelling of reinforced slopes by means of embedded beam rows
ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering
2199-2202
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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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Influences of Water Level Changes on the Behaviour of a Slow Moving Landslide – In-situ Measurements, Model Tests and Numerical Analyses
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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 model
Proceedings of the 6th Internattional Young Geotechnical Engineer's Conference
166-167
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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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Comparison of standard and userdefined strength reduction techniques with finite element limit analysis
Proceedings of 15th IACMAG - International Conference of the International Association for Computer Methods and Advances in Geomechanics
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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 Stabankersystemen
Beiträge zum 32. Christian Veder Kolloquium
70-86
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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 Corrosion
High Tech Concrete: Where Technology and Engineering Meet
2083-2091
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2016
Geodetic and fibre optic measurements of a full-scale bi-axial compressional test
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WORKSHOP GEOCON
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Verification of a rheological constitutive model for shotcrete through back analysis
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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 project
13th International Conference entitled “Underground Construction Prague 2016”
1
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"Sicherheitsbewertung bestehender Stützbauwerke" Forschungsprojekt SIBS
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Martin Fuchsberger OBITUARY
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The influence of dynamic loads on postglacial lacustrine fine-grained deposits
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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 Qualitätssicherung
Beiträge zur 11.Österreichischen Geotechniktagung
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Laminated Veneer Lumber Poles for temporary Soil Nailing-Investigation of Material Properties
Proceeding of the WCTE 2016
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Student Project - Embankment and Footing Prediction
EMBANKMENT PREDICTION SYMPOSIUM
350-365
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Embankment and Footing Prediction by Means of 2D and 3D Finite Element Analyses
EMBANKMENT PREDICTION SYMPOSIUM
360-390
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Earth pressure evaluation and safety assessment employing a novel measurement device – The Inclinodeformeter
5th International Conference on Geotechnical and Geophysical Site Characterisation
315-320
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Hydro power plant Obervermuntwerk II - shotcrete phenomena in the power house cavern - decisions and remediation
Eurock 2016
553
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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 level
3rd European Conference on Unsaturated Soils – “E-UNSAT 2016”
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Überwachung eines Ankerausziehversuches mittels Glasfasersensoren
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Numerical analysis of the stability of inhomogeneous slopes considering partially saturated conditions
E3S Web of Conferences 9
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Design methodology for tunnels
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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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2015
Eurocode 7 and new design challenges using numerical methods with different soil models
16th European Conference on Soil Mechanics and Geotechnical Engineering “Geotechnical Engineering for Infrastructure and Development"
4277-4282
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Comparison of finite element limit analysis and strength reduction techniques
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Modeling of Coupled Mechanical-Hydrological Processes in Compressed-Air-Assisted Tunneling in Unconsolidated Sediments
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Application of 3D finite element analysis for deep foundation problems
Proc. 10th Indonesian Geotechnical Conference
69-76
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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 engineering
“Geotechnical Engineering for Infrastructure and Development”
207-220
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Unterfangungsmaßnahmen mittels Düsenstrahlverfahren - Ein Erfahrungsbericht
Beiträge zum 30.Christian Veder Kolloquium
47-68
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Finite element analysis of tunnel excavation and ground improvement techniques employing a new constitutive model for shotcrete
Proceedings 14th International Conference Computer Methods and Recent Advances in Geomechanics
71-80
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Performance of strength reduction finite element techniques for slope stability problems
16th European Conference on Soil Mechanics and Geotechnical Engineering “Geotechnical Engineering for Infrastructure and Development”
1687-1692
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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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Proposed design strategy for tunnels
Proceedings Workshop Design strategies for the 21st century
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Sanierung der Stützmauern A23 Laaerberg
Beiträge zum 10.Österreichischen Geotechniktag
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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 Zugbeanspruchung
Beiträge zum Darmstädter Geotechnik-Kolloquium
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Finite element simulations of twin shallow tunnels
ISRM Symposium EUROCK 2015
1133-1138
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Comparison of finite-element limit analysis and strength reduction techniques
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Ist-Zustandserfassung und Bewertung bestehender, unverankerter Stützbauwerke
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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 methods
Geotechnical Safety and Risk V
479-485
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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 Erkenntnisse
BAW Mitteilungen Nr. 98 - Numerische Methoden in der Geotechnik
7-15
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2014
Numerical modelling of ground improvement techniques considering tension softening
Proc. Geotechnical Aspects of Underground Construction in Soft Ground
209-214
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Frosthebung
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Modellierung des Verhaltens von Kriechhängen
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Comparison of Finite Element Limit Analysis and Strength Reduction Techniques
XV Danube - European Conference on Geotechnical Engineering (DECGE 2014)
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FE Analysis of degratation effect on the wooden foundation in Venice
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Die Wechselwirkung Wasser-Mineralkorn und seine Bedeutung für das Frost-Tau-Verhalten von ungebundenen Tragschichten
Geotechnics of Roads and Railways
585-590
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Earth pressure on retaining walls in slopes
European Young Geotechnical Engineers' Conference
181-184
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3D Finite Element analysis of a RCC dam employing a concrete model with tension softening
Computer Methods and Recent Advances in Geomechanics
889-894
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Influence of vibro stone columns on ground response
Proc. 2nd European Conference on Earthquake Engineering and Seismology
1-9
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Geotechnik ungebundener und gebundener Tragschichten
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3D Finite Element Analysis for Deep Foundation Case Histories
Challanges and recent advance in geotechnics for foundation engineering
205-211
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Kolkschaden an einem Brückenpfeiler und (geo-)technische Maßnahmen zur Rückdrehung und Sicherung des Pfeilers
Danube-European Conference on Geotechnical Engineering
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Application of a novel constitutive shotcrete model to tunnelling
Proc. Rock Engineering and Rock Mechanics: Structures in and on Rock Masses
799-804
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Application of a new shotcrete constitutive model to numerical analysis of tunnel Excavation
GeoShanghai 2014, ASCE-GSP 242
890-899
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Herausforderungen beim Bauen in Kriechhängen
Bauen in Boden und Fels
247-254
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3D Finite Element analysis of a RCC dam
Numerical Methods in Geotechnical Engineering
627-632
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Microscopic interaction effects of prestressed geogrids in a reinforced soil element
Abstractbook 10th International Conference on Geosynthetics
78-78
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Böschungsbruch Großversuche - begleitet durch ein intensives Messprogramm
Messen in der Geotechnik
187-204
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Modelling the shear strength of overconsolidated clays with a Hvorslev surface
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Großmaßstäbliche Böschungsbruchversuche mit und ohne Sicherungsmassnahmen
9. Kolloquium Bauen in Boden und Fels
275-284
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Filterkuchen aus Peggau als mineralisches Dichtmaterial
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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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Abbaugebiet Ülmitz
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Abbaugebiet Mannersdorf
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Spideranchor Netting - full scale experiment, application and slope stability discussion
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Application of a new shotcrete constitutive model to the numerical analysis of a tunnel excavation
Tunneling and Underground Construction - Selected Papers from the Proceedings of the 2014 GeoShanghai International Congress
890-899
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Böschungsbruch Großversuche - begleitet durch ein intensives Messprogramm
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FE Analysis of degradation effect on the wooden foundations in Venice
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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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Ein Beitrag zur Modellierung von Fachwerken im Ingenieurholzbau
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Großmaßstäbliche Böschungsbruchversuche mit und ohne Sicherungsmassnahmen
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Construction of a snow retention basin in an Alpine sagging mass
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Ertüchtigung Hangsicherung Schönberg, Red Bull Ring
Beiträge zum 29.Christian Veder Kolloquium
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Abbaugebiet Inzersdorf
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Thermal Properties of Soils - Determination of thermal Conductivity
PhD International Conference Civil Engineering
296-304
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Influence of EC7 design approaches on the Design of deep excavations with FEM
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Spideranchor Netting - From life-size experiments to a prototype application
Conference Proceedings Volume 1
453-458
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A new constitutive model for shotcrete
Numerical Methods in Geotechnical Engineering
103-108
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Überprüfung und Bewertung des Ist-Zustandes älterer Stützbauwerke im Straßennetz der ASFINAG
Beiträge zum 29.Christian Veder Kolloquium
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Grube Desselbrunn
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Prestressed reinforced soil for infrastructure projects - a microscopic research
Geotechnics of Roads and Railways
1055-1060
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Monitoring of landslides with a novel device for measuring earth pressures - Inclinodeformeter
Geotechnik im Straßen- und Eisenbahnbau
465-470
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2013
Application of a Constitutive Model for Swelling Rock to Tunnelling
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Die Wechselwirkung Wasser-Mineralkorn und seine Bedeutung für das Frost-Tau-Verhalten von ungebundenen Tragschichten
11th Slovak Geotechnical Conference - Influence of water on geotechnical structures
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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 Dams
2nd Joint International Symposium on Deformation Monitoring (JISDM)
Digital-8
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Numerical Analysis of Swelling Deformations in Tunnelling - a Case Study
Computational Methods in Tunnelling and Subsurface Engineering
429-436
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Deponie Emberg
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Deponie Longsgraben Semmering Basistunnel NEU
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Deformation Monitoring of Flood Prevention Dams Using Geodetic and Fibre Optic Measurement Techniques
The 6th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII-6)
CD-8p
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INTRODUCERE ÎN MECANICA PĂMÂNTURILOR NESATURATE
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Gesamtbericht Untergrunderkundung Ankerwand 3 und 4
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Deponie Graschnitz, St. Marein i.M.
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A2 Knoten Lückenschluss Graz-Ost
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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 engineering
Int.Conf. Geotec Hanoi 2013
703-712
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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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Prestressed reinforced soil by geosynthetics - Concept and experimental Investigations
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On modeling cross-anisotropic elasticity of soils with a microstructure tensor
Proceedings Int. Symp. on Computational Geomechanics
63-73
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Application of numerical methods for estimating settlements due to consolidation and creep – two case histories
5th Biot Conference on Poromechanics
1364-1371
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Verification of the Slope Stability of Flood Prevention Dams with Fiber Optic Sensors
Structural Health Monitoring 2013
9 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 models
15th European Conference on Soil Mechanics and Geotechnical Engineering
131-138
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Einfluss des Nachweisverfahrens auf die Bemessung von Baugruben mit FEM
Workshop Bemessen mit Numerischen Methoden
53-65
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Inclinodeformeter - Ein neuartiges Instrument zur Erddruckmessung
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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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Influence of anisotropic small strain stiffness on the deformation behavior of geotechnical structures
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Innovative solutions for supporting excavations in slopes
18th International Conference on Soil Mechanics and Geotechnical Engineering
2047-2050
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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 Challenge
Workshop "Failure Prediction in Geotechnics"
10-14
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Vergleichende Ergebnisse von statischen Pfahlprobebelastungen an Pfählen
Beiträge zum 28.Christian Veder Kolloquium
101-124
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A multilaminate constitutive model accounting for anisotropic small strain stiffness
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Bauschuttdeponie & Wiederverwertung Villach
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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 Element
Tradition and Innovation - 60 Years of Construction in Transilvania
89-90
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Lehmgrube St. Ruprecht a.d.Raab
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Kriechdruckberechnung bei Massenbewegungen - Vergleich von analytischen Modellen an praktischen Beispielen
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Influence of anisotropic small strain stiffness on the deformation behaviour of geotechncal structures
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Using Compressed Air Injection to Control Seawater Intrusion in a Confined Coastal Aquifer
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Tertiär der Baugrube KW Kalsdorf-Gössendorf
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Setzungsprognose für Donau-City-Tower mittels 3D FE-Analyse
Tiefgründungskonzepte - Vom Mikropfahl zum Großbohrpfahl
181-193
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2012
Spideranchor - An innovative technolgy for slope stabilization
Landslides and Engineering Slopes - Protecting Society through Improved Understanding
1991-1995
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Point Estimate Method vs. Random Set – A case study in Tunnelling
Proceedings 10th International Probabilistic Workshop
243-256
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Numerical modeling of floating prefabricated vertical drains in layered soil
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Bauschuttdeponie Klampfl
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Deponie Karlschacht, Köflach
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A Multilaminate Constitutive Model for Stiff Soils
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The mesoscopic Soil Geogrid Interaction of reinforced Soil utilizing DEM
Proc. of the 5th Asian Regional Conference on Geosynthetics
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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 bands
Setting the scene for future European geotechnical research
275-280
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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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Hydraulic studies on drill core samples of faulted hard rocks with triaxial permeability cell tests
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Beiträge zum 27. Christian Veder Kolloquium – Planung und Ausführung von Abdichtungsmaßnahmen in der Geotechnik
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3D Finite Element Modelling of Deep Foundations Employing an Embedded Pile Formulation
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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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Deponie Frohnleiten
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Ermittlung des Luftbedarfs bei Tunnelvortrieben unter Druckluft mittels numerischer Simulation
32. Baugrundtagung - Vorträge
83-88
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Tongrube Ülmitz, St. Marein i.M
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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 Graz
Beiträge zum 27. Christian Veder Kolloquium - Planung und Ausführung von Abdichtungsmaßnahmen in der Geotechnik
225-240
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Radmerbach - Frostsicherheit von natürlichen Korngemischen
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2011
Die Baugrube des Sky Tower in Bukarest
Beträge zum 26. Christian Veder Kolloquium "Tiefe Baugruben unter schwierigen Randbedingungen"
147-162
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Optimization of a deep foundation with diaphragm wall panels employing 3D FE analysis
Proceedings 21. EYGEC
47-53
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Vergleich von Tiefgründungsvarianten mittels 3D Finite Elemente Berechnungen
Mitteilung des Instituts für Grundbau und Bodenmechanik Technische Universität Braunschweig; Heft Nr. 94
339-359
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Stability analysis with FEM: strain softening versus strength reduction approach
Calculation Methods in Geotechnics - Failure Mechanism and Determination of Parameters
53-59
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A comparison of Random Set and Point Estimate Methods in Finite Element Analysis of Tunnel Excavation
Proc. 3rd Int. Symp. On Geotechnical Safety and Risk
341-348
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Slope stability analysis of unsaturated soil with fully coupled-deformation analysis
Proceedings IAMG 2011 Salzburg
1-18
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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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Random set finite element application to tunnelling
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Influence of modelling soil anisotropy on the behaviour of deep excavations
Computer Methods for Geomechanics
262-267
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3D Finite Elemente Berechnungen zur Setzungsprognose der Überbauung Wien-Mitte
8. Österreichische Geotechniktagung
199-210
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Stabilisierter THermosand als fließfähiges Bettungsmaterial mit guten Wärmedämmeigenschaften für Fernwärmeleitungen
8. Österreichische Geotechniktagung
349-360
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A multilaminate soil model for highly overconsolidated clays
Proceedings of the 15th European Conference in Soil Mechanics and Geotechnical Engineering (ECSMGE-Athens)
569-574
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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 analysis
Computer Methods for Geomechanics: Frontiers and New Applications
970-975
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Schadenserhebung und Ursachenfindung L65 - Hochrindlstraße
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Modeling of load reversals at very small strains in anisotropic soil with multilaminate constitutive models
Deformation Characteristics of Geomaterials
1044-1051
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Bewertung von Bettungsmaterialien für Fernwärmeleitungen in Bezug auf ihre Wärmeleifähigkeit
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Baugrube Appartmenthaus Obertauern
Beiträge zum 26.Chrstian Veder Kolloquium
179-194
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2010
Water retention curves and thermal insulating properties of Thermosand
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Spinanchor - A new constructional element
From Research to Design in European Practice
212-212
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Spinanchor - a new constructional element
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Was hat sich in der Normensituation für Benennung, Beschreibung und Klassifizierung von Boden und Fels geändert?
Die neue ÖNORM B 4400-1 und -2 "Benennung, Beschreibung und Klassifizeriung von Boden und Fels
10-39
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Experimental and numerical investigation of unsaturated soils with application to tunnelling under compressed air
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Die Messung des Wärmeleitfähigkeitsbeiwertes von Bodenproben mit der Halbraumsonde
Tagungsband 12. GeoDACH-Treffen
67-84
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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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Thermenresort Seewinkel - Wasserhaltung und Gründung
Tagungshandbuch des 7.Kolloquiums Bauen in Boden und Fels
445-451
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3D Finite Elemente Berechnung zur Setzungsprognose der DC Towers
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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 compaction
Geosynthetics for a challenging world
717-720
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Twenty eight meters high geogrid reinforced embankments as flexible solutions in problematic hillsides: Project Trieben-Sunk, Austria
Proceeding of the 9th International Conference on Geosynthetics
1681-1684
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Nonlocal multilaminate model for strain softening analysis
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Spinanchor - a new constructional element
Geotechnical Engineering 20 - View of Young European Geotechnical Engineers
266-273
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Reinforced Soil by Geogrids
New Technologies in Foundation Engineering
1-21
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Design of deep excavations with FEM - Influence of constitutive model and comparison of EC7 design approaches
Earth Retention Conference 3
804-817
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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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3D Finite Elemente Berechnung zur Setzungsprognose der DC Towers
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Spinnanker - ein neues Konstruktionselement
7. Kolloquium Bauen in Boden und Fels
259-269
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Water retention curves and thermal insulating properties of Thermosand
Geophysical Research Abstracts Vol.12
11066-1
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Numerical 3D FE-Analysis of the Anchorage Zone of Jet Grouted Retaining Walls
From Research to Design in European Practice
274-274
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Random Set analysis for tunnel excavation – application to real project
Safety, Reliability and Risk of Structures, Infrastructures and Engineering Systems
1315-1322
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Qualification of Embedding Materials for Remote Heat Supply Pipes Regarding the Thermal Conductivity
From Research to Design in European Practice
170-171
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Spinnanker - ein neues Konstruktionselement
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Vorgespannte Bewehrte Erde - Grundlagen, Versuche, Simulationen
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Determination of Thermal Conductivity of Coarse and Fine Sand Soils
Proceedings World Geothermal Congress 2010
1-7
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Anisotropic small strain stiffness within the multilaminate framework
Numerical Methods in Geotechnical Engineering
39-44
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Nonlinear FE-analysis of tunnel excavation - comparison of EC7 design approaches
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Vergleich der thermischen Eigenschaften von verschiedenen bodenmechanisch geeigneten Bettungsmaterialien für Fernwärmeleitungen
Tagungsband 7. Kolloquium Bauen in Boden und Fels, Deutschland
593-604
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Untersuchungen zum Trag- und Verformungsverhalten des Spinnankers
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Euro 2008 Stadium Klagenfurt - Prediction, Monitoring and Back Calculation of Settlement Behaviour
From Research to Design in European Practice
217-230
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Nonlinear FE-analyses of tunnel structures based on EC7 design approaches – a case study based on the Nivy station, Bratislava
From Research to Design in European Practice
142-142
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Quality Assurance in Geotechnics by Visualization of Measured Data
From Research to Design in European Practice
241-241
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Numerical analysis of deep excavations and tunnels in accordance with EC7 design approaches
Int. Conference Geotechnical Challenges in Megacities
206-217
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Ungebundene und stabilisierte TragschichtenGESTRATA Asphalt Handbuch111-138
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