3D Numerical Modeling applied to analysis of piled foundations

ABSTRACT Applying numerical modeling to geotechnical engineering problems has become a powerful tool to interpret the behavior of foundations and earthworks. However, not all numerical analyses follow the requirements for the model to be representative of the experimental condition. This work descri...

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Autores principales:	Garcia,Jean Rodrigo, Rocha de Albuquerque,Paulo José
Lenguaje:	English
Publicado:	Universidad de Tarapacá. 2018
Materias:	Numerical modeling finite elements validation convergence tests
Acceso en línea:	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-33052018000400663
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spelling	oai:scielo:S0718-330520180004006632019-02-043D Numerical Modeling applied to analysis of piled foundationsGarcia,Jean RodrigoRocha de Albuquerque,Paulo José Numerical modeling finite elements validation convergence tests ABSTRACT Applying numerical modeling to geotechnical engineering problems has become a powerful tool to interpret the behavior of foundations and earthworks. However, not all numerical analyses follow the requirements for the model to be representative of the experimental condition. This work describes the steps required during modeling to determine the appropriate dimensions of the half-space and the respective boundary conditions, as well as the tests appropriate to perform this determination. On the other hand, the results of comparisons between the numerical and the experimental model for a piled raft are shown.info:eu-repo/semantics/openAccessUniversidad de Tarapacá.Ingeniare. Revista chilena de ingeniería v.26 n.4 20182018-12-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-33052018000400663en10.4067/S0718-33052018000400663
institution	Scielo Chile
collection	Scielo Chile
language	English
topic	Numerical modeling finite elements validation convergence tests
spellingShingle	Numerical modeling finite elements validation convergence tests Garcia,Jean Rodrigo Rocha de Albuquerque,Paulo José 3D Numerical Modeling applied to analysis of piled foundations
description	ABSTRACT Applying numerical modeling to geotechnical engineering problems has become a powerful tool to interpret the behavior of foundations and earthworks. However, not all numerical analyses follow the requirements for the model to be representative of the experimental condition. This work describes the steps required during modeling to determine the appropriate dimensions of the half-space and the respective boundary conditions, as well as the tests appropriate to perform this determination. On the other hand, the results of comparisons between the numerical and the experimental model for a piled raft are shown.
author	Garcia,Jean Rodrigo Rocha de Albuquerque,Paulo José
author_facet	Garcia,Jean Rodrigo Rocha de Albuquerque,Paulo José
author_sort	Garcia,Jean Rodrigo
title	3D Numerical Modeling applied to analysis of piled foundations
title_short	3D Numerical Modeling applied to analysis of piled foundations
title_full	3D Numerical Modeling applied to analysis of piled foundations
title_fullStr	3D Numerical Modeling applied to analysis of piled foundations
title_full_unstemmed	3D Numerical Modeling applied to analysis of piled foundations
title_sort	3d numerical modeling applied to analysis of piled foundations
publisher	Universidad de Tarapacá.
publishDate	2018
url	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-33052018000400663
work_keys_str_mv	AT garciajeanrodrigo 3dnumericalmodelingappliedtoanalysisofpiledfoundations AT rochadealbuquerquepaulojose 3dnumericalmodelingappliedtoanalysisofpiledfoundations
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3D Numerical Modeling applied to analysis of piled foundations

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