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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Influence of anisotropic small strain stiffness on the deformation behavior of geotechnical structures
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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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