Deformation dependencies of sand stiffness von Sabaliauskas, Tomas, Bo Ibsen, Lars

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Assessment of foundation design for offshore monopiles unprotected against scour von Peder Hyldal Sørensen, Søren, Bo Ibsen, Lars

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The New Scope of Frictionless Triaxial Apparatus—Disturbed Sand Testing von Sabaliauskas, Tomas, Ibsen, Lars Bo

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Vertical capacity of bucket foundations in undrained soil von Barari, Amin, Ibsen, Lars Bo

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Probabilistic finite element stiffness of a laterally loaded monopile based on an improved asymptotic sampling method von Vahdatirad, Mohammad Javad, Bayat, Mehdi, Andersen, Lars Vabbersgaard, Ibsen, Lars Bo

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Effects of drainage conditions and suction pressure on tensile response of bucket foundations: An experimental study von Grecu, Sorin, Ibsen, Lars Bo, Barari, Amin

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Monotonic loading of circular surface footings on clay von Ibsen, Lars Bo, Barari, Amin

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Winkler springs for axial response of suction bucket foundations in cohesionless soil von Grecu, Sorin, Ibsen, Lars Bo, Barari, Amin

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Impedance of flexible suction caissons von Liingaard, Morten, Andersen, Lars, Ibsen, Lars Bo

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Modelling the drained response of bucket foundations for offshore wind turbines under general monotonic and cyclic loading von Foglia, Aligi, Gottardi, Guido, Govoni, Laura, Ibsen, Lars Bo

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Deformation mechanisms for offshore monopile foundations accounting for cyclic mobility effects von Barari, A., Bagheri, M., Rouainia, M., Ibsen, L.B.

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Response of Cyclic-Loaded Bucket Foundations in Saturated Dense Sand von Nielsen, Søren Dam, Ibsen, Lars Bo, Nielsen, Benjaminn Nordahl

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Investigation of the Penetration Resistance Coefficients for the CPT-Based Method for Suction Bucket Foundation Installation in Sand von Rodriguez, Francisco Manuel Garcia, Ibsen, Lars Bo, Koteras, Aleksandra Katarzyna, Barari, Amin

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Bucket foundation model testing under tensile axial loading von Vaitkune, Evelina, Ibsen, Lars Bo, Nielsen, Benjaminn Nordahl

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Interpretation of Cone Penetration Testing in Silty Soils Conducted under Partially Drained Conditions von Holmsgaard, Rikke, Nielsen, Benjaminn Nordahl, Ibsen, Lars Bo

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Earth pressure at rest of Soevind Marl - a highly overconsolidated Eocene clay von Groenbech, Gitte Lyng, Ibsen, Lars Bo, Nielsen, Benjaminn Nordahl

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Earth pressure at rest of Søvind Marl — a highly overconsolidated Eocene clay von Grønbech, Gitte Lyng, Ibsen, Lars Bo, Nielsen, Benjaminn Nordahl

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Transiently Loaded Bucket Foundations in Saturated Dense Sand - Demonstration of the Boot Effect von Nielsen, Søren Dam, Ibsen, Lars Bo, Nielsen, Benjaminn Nordahl

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Geotechnical properties of Søvind Marl — a plastic Eocene clay von Grønbech, Gitte Lyng, Nielsen, Benjaminn Nordahl, Ibsen, Lars Bo, Stockmarr, Peter

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APPARATUS AND METHOD FOR TESTING THE LOAD BEARING CAPACITY OF A FOUNDATION PILE von BORUP, Kim, SABALIAUSKAS, Tomas, IBSEN, Lars Bo

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