Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/113617
Title: Integral model for the analysis of pile foundations in stratified soils
Authors: Álamo Meneses, Guillermo Manuel 
Aznárez González, Juan José 
Padrón Hernández, Luis Alberto 
Martínez Castro, Alejandro
Gallego, Rafael
Maeso Fortuny, Orlando Fco 
UNESCO Clasification: 330506 Ingeniería civil
120605 Ecuaciones integrales
330510 Cimientos
Issue Date: 2017
Publisher: ScienceKNOWconferences
Project: BIA2014-57640-R. Avances en El Desarrollo de Modelos Numéricos Para la Caracterización Dinámica de Cimentaciones Para Aerogeneradores . Beca Predoctoral FPU14/06115
Conference: 2nd Global Conference on Applied Computing in Science & Engineering. Las Palmas de Gran Canaria, 26-28 Julio 2017.
Abstract: An efficient three-dimensional numerical model is presented for the dynamic analysis of pile foundations in horizontally layered soils in the frequency domain. The soil is assumed to be composed of a finite number of homogeneous, linear, isotropic, viscoelastic horizontal layers, and its behaviour is modelled through the integral reciprocity theorem in elastodynamics and the use of advanced fundamental solutions for the layered half space [1]. On the other hand, piles are considered as linear, viscoelastic, unidimensional Timoshenko’s beams through finite elements. Piles are treated as load lines in the soil formulation in order to incorporate the pile-soil interaction tractions. Finally, the equations of piles and soil are coupled together by imposing compatibility and equilibrium conditions.
URI: http://hdl.handle.net/10553/113617
ISBN: 9788469743409
URL: http://www.mmc.siani.es/wp-content/plugins/download-monitor/download.php?id=77
Appears in Collections:Actas de congresos
Adobe PDF (1,63 MB)
Show full item record

Page view(s)

76
checked on Sep 7, 2024

Download(s)

26
checked on Sep 7, 2024

Google ScholarTM

Check

Altmetric


Share



Export metadata



Items in accedaCRIS are protected by copyright, with all rights reserved, unless otherwise indicated.