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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Application of a new shotcrete constitutive model to the numerical analysis of a tunnel excavationApplication of a new shotcrete constitutive model to the numerical analysis of a tunnel excavation890-899
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FE Analysis of degradation effect on the wooden foundations in Venice
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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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