2014
Numerical modelling of ground improvement techniques considering tension softeningProc. Geotechnical Aspects of Underground Construction in Soft Ground209-214
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Modellierung des Verhaltens von Kriechhängen
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Comparison of Finite Element Limit Analysis and Strength Reduction TechniquesXV 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 TragschichtenGeotechnics of Roads and Railways585-590
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Earth pressure on retaining walls in slopesEuropean Young Geotechnical Engineers' Conference181-184
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3D Finite Element analysis of a RCC dam employing a concrete model with tension softeningComputer Methods and Recent Advances in Geomechanics889-894
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Influence of vibro stone columns on ground responseProc. 2nd European Conference on Earthquake Engineering and Seismology1-9
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Geotechnik ungebundener und gebundener Tragschichten
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3D Finite Element Analysis for Deep Foundation Case HistoriesChallanges and recent advance in geotechnics for foundation engineering205-211
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Kolkschaden an einem Brückenpfeiler und (geo-)technische Maßnahmen zur Rückdrehung und Sicherung des PfeilersDanube-European Conference on Geotechnical Engineering
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Application of a novel constitutive shotcrete model to tunnellingProc. Rock Engineering and Rock Mechanics: Structures in and on Rock Masses799-804
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Application of a new shotcrete constitutive model to numerical analysis of tunnel ExcavationGeoShanghai 2014, ASCE-GSP 242890-899
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3D Finite Element analysis of a RCC damNumerical Methods in Geotechnical Engineering627-632
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Microscopic interaction effects of prestressed geogrids in a reinforced soil elementAbstractbook 10th International Conference on Geosynthetics78-78
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Böschungsbruch Großversuche - begleitet durch ein intensives MessprogrammMessen in der Geotechnik187-204
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Modelling the shear strength of overconsolidated clays with a Hvorslev surface
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Großmaßstäbliche Böschungsbruchversuche mit und ohne Sicherungsmassnahmen9. Kolloquium Bauen in Boden und Fels275-284
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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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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 excavationTunneling and Underground Construction - Selected Papers from the Proceedings of the 2014 GeoShanghai International Congress890-899
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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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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 RingBeiträge zum 29.Christian Veder Kolloquium
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Thermal Properties of Soils - Determination of thermal ConductivityPhD International Conference Civil Engineering296-304
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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 applicationConference Proceedings Volume 1453-458
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A new constitutive model for shotcreteNumerical Methods in Geotechnical Engineering103-108
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Überprüfung und Bewertung des Ist-Zustandes älterer Stützbauwerke im Straßennetz der ASFINAGBeiträge zum 29.Christian Veder Kolloquium
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Prestressed reinforced soil for infrastructure projects - a microscopic researchGeotechnics of Roads and Railways1055-1060
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Monitoring of landslides with a novel device for measuring earth pressures - InclinodeformeterGeotechnik im Straßen- und Eisenbahnbau465-470
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