Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/16261
Title: Impedance functions of end-bearing inclined piles
Authors: Padrón, L. A. 
Aznárez, J. J. 
Maeso, O. 
Saitoh, Masato
UNESCO Clasification: 120220 Ecuaciones diferenciales en derivadas parciales
120601 Construcción de algoritmos
330506 Ingeniería civil
330510 Cimientos
Keywords: Pilotes
Boundary element method
BEM-FEM
Issue Date: 2012
Journal: Soil Dynamics and Earthquake Engineering 
Abstract: In this work, stiffness and damping functions of pile foundations with inclined end-bearing piles have been computed for square 2X2 and 3X3 pile groups embedded in a soft stratum overlaying a rigid bedrock. The paper algo invetigates the influence that the assumption of a perfectly rigid bedrock and fixed boundary conditions at the pile tips have on the impedance functions.
URI: http://hdl.handle.net/10553/16261
ISSN: 0267-7261
DOI: 10.1016/j.soildyn.2012.01.010
Source: Soil Dynamics and Earthquake Engineering[ISSN 0267-7261],v. 38, p. 97-108
Rights: by-nc-nd
Appears in Collections:Artículos
Thumbnail
Adobe PDF (792,3 kB)
Show full item record

SCOPUSTM   
Citations

21
checked on Sep 27, 2020

WEB OF SCIENCETM
Citations

19
checked on Sep 27, 2020

Page view(s)

17
checked on Sep 27, 2020

Download(s)

39
checked on Sep 27, 2020

Google ScholarTM

Check

Altmetric


Share



Export metadata



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