Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/46940
Title: Three-dimensional be-fe model of bucket foundations in poroelastic soils
Other Titles: Modelo tridimensional be-fe de cimientos de cubos en suelos poroelásticos
Authors: Bordón, Jacob D.R. 
Aznárez, Juan J. 
Maeso, Orlando F. 
UNESCO Clasification: 3305 Tecnología de la construcción
Keywords: Cimientos
Foundations
Soil structure interactions
Boundary element method
Computational methods
Finite element method
Issue Date: 2016
Publisher: Elsevier
Journal: Ocean Engineering 
Conference: 7th European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS Congress 2016 
Abstract: A three-dimensional BE-FE model for the time harmonic analysis of bucket foundations in poroelastic soils is presented. The soil follows the Biot's poroelasticity and is discretized using the BEM. The skirt of the bucket is modeled as a degenerated shell finite element. The soil-structure interaction is taken into account assuming a crack-like boundary from the soil point of view, where the Dual BEM is applied. It is shown that this simple representation is accurate and efficient. This model is applied to an analysis of the impedances of bucket foundations, where the influences of the foundation geometry and soil properties are studied. The study shows that, when considering realistic seabed soils, a poroelastic model should be used for the low-frequency range (< 1-6 Hz depending on the seabed soil). It is shown that this is particularly true for bucket foundations with small length to diameter ratios.
URI: http://hdl.handle.net/10553/46940
ISBN: 9786188284401
ISSN: 0029-8018
DOI: 10.7712/100016.2445.7331
Source: ECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering,v. 4, p. 8725-8738
Appears in Collections:Actas de congresos
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