2015
Eurocode 7 and new design challenges using numerical methods with different soil models16th 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 problemsProc. 10th Indonesian Geotechnical Conference69-76
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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 ErfahrungsberichtBeiträge zum 30.Christian Veder Kolloquium47-68
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Finite element analysis of tunnel excavation and ground improvement techniques employing a new constitutive model for shotcreteProceedings 14th International Conference Computer Methods and Recent Advances in Geomechanics71-80
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Performance of strength reduction finite element techniques for slope stability problems16th 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 tunnelsProceedings Workshop Design strategies for the 21st century
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Sanierung der Stützmauern A23 LaaerbergBeiträge 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 ZugbeanspruchungBeiträge zum Darmstädter Geotechnik-Kolloquium
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Finite element simulations of twin shallow tunnelsISRM Symposium EUROCK 20151133-1138
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Comparison of finite-element limit analysis and strength reduction techniques
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Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part II: Back analyses of a case history
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Design of deep supported excavations: Comparison between numerical and empirical methodsGeotechnical Safety and Risk V479-485
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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 ErkenntnisseBAW Mitteilungen Nr. 98 - Numerische Methoden in der Geotechnik7-15
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