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Taborda, David M.G. (author), Zdravkovic, Lidija (author), Potts, David M. (author), Burd, Harvey J. (author), Byrne, Byron W. (author), Gavin, Kenneth (author), Houlsby, Guy T. (author), Jardine, Richard J. (author), Liu, Tingfa (author)The paper presents the development of a three-dimensional finite-element model for pile tests in dense Dunkirk sand, conducted as part of the PISA project. The project was aimed at developing improved design methods for laterally loaded piles, as used in offshore wind turbine foundations. The importance of the consistent and integrated...journal article 2020
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Burd, Harvey J. (author), Taborda, David M.G. (author), Zdravkovic, Lidija (author), Abadie, Christelle N. (author), Byrne, Byron W. (author), Houlsby, Guy T. (author), Gavin, Kenneth (author), Igoe, David J.P. (author), Jardine, Richard J. (author)This paper describes a one-dimensional (1D) computational model for the analysis and design of laterally loaded monopile foundations for offshore wind turbine applications. The model represents the monopile as an embedded beam and specially formulated functions, referred to as soil reaction curves, are employed to represent the various...journal article 2020
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Liu, H. (author), Abell, J. A. (author), Diambra, A. (author), Pisano, F. (author)The modelling and simulation of cyclic sand ratcheting is tackled by means of a plasticity model formulated within the well-known critical state, bounding surface SANISAND framework. For this purpose, a third locus – termed the ‘memory surface’ – is cast into the constitutive formulation, so as to phenomenologically capture micro-mechanical,...journal article 2019
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Lucas, Daisy (author), Herzog, Ralf (author), Iten, Markus (author), Buschor, Heinz (author), Kieper, Andreas (author), Askarinejad, A. (author), Springman, Sarah M. (author)Predicting the trigger of a slope failure of a steep Alpine scree slope in south-west Switzerland is challenging. The groundwater (GW) flow from snow-melting and rainfall infiltration during summer changes the susceptibility to surficial failure, which also depends on the slope angle, bedrock geometry, stratigraphy and the shear strength of the...journal article 2020
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Mosselman, E. (author)Marked differences occur between modelling in scientific hydraulic research, in hydraulic engineering and in public decision making. This study reviews ifferences in the required accuracy of model results and differences in the choice between physical and numerical modelling. Physical models are used for studying elementary processes and their...other 2017
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Nakato, T. (author), Kennedy, J.F. (author), Vadnal, J.L. (author)The principal features of the numerical model developed herein for calculation of flow and sediment-transport distributions in alluvial-river bends may be summarized as follows: i. The secondary-flow strength and the bed topography are uncoupled from the calculation of distributions of lateral shift velocity and streamwise velocity. This is...report 1983
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