Anchored piles in Santiago's gravel: modeling results for displacement curve

Abstract: This study describes the method of discontinuous and anchored machine bored piles. The main advantage of this method is its faster and safer execution in comparison with hand-dug piles (rectangular section), the most widely used method for soil retaining in the gravel of Santiago. This pap...

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Autores principales:	Raddatz,Dennis, Taiba,Oscar
Lenguaje:	English
Publicado:	Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2017
Materias:	Discontinuous bored piles anchored bored piles gravel of Santiago retaining structure displacements versus depth.
Acceso en línea:	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2017000300457
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spelling	oai:scielo:S0718-915X20170003004572018-03-05Anchored piles in Santiago's gravel: modeling results for displacement curveRaddatz,DennisTaiba,Oscar Discontinuous bored piles anchored bored piles gravel of Santiago retaining structure displacements versus depth. Abstract: This study describes the method of discontinuous and anchored machine bored piles. The main advantage of this method is its faster and safer execution in comparison with hand-dug piles (rectangular section), the most widely used method for soil retaining in the gravel of Santiago. This paper shows the results of displacement versus height obtained by a numerical modeling (software Plaxis 2D), in the case of anchored machine bored piles used for the construction of the Faculty of Physical and Mathematical Sciences, Universidad de Chile. As part of monitoring of excavation, measurements of displacements were obtained for two piles at different stages by preinstalled inclinometers in the piles. Furthermore, the study shows the results for the displacement using rod construction module (software GGU-Retain), and through Winkler's theory (software CYPE: Embedded retaining walls), considering the most representative stages and the redistribution of soil pressure that is indicated in the Chilean Norm NCh.3206 for the model done on GGU-Retain. The results of the performed modellings are graphically compared with the measured field values.info:eu-repo/semantics/openAccessEscuela de Construcción Civil, Pontificia Universidad Católica de ChileRevista de la construcción v.16 n.3 20172017-09-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2017000300457en10.7764/rdlc.16.3.457
institution	Scielo Chile
collection	Scielo Chile
language	English
topic	Discontinuous bored piles anchored bored piles gravel of Santiago retaining structure displacements versus depth.
spellingShingle	Discontinuous bored piles anchored bored piles gravel of Santiago retaining structure displacements versus depth. Raddatz,Dennis Taiba,Oscar Anchored piles in Santiago's gravel: modeling results for displacement curve
description	Abstract: This study describes the method of discontinuous and anchored machine bored piles. The main advantage of this method is its faster and safer execution in comparison with hand-dug piles (rectangular section), the most widely used method for soil retaining in the gravel of Santiago. This paper shows the results of displacement versus height obtained by a numerical modeling (software Plaxis 2D), in the case of anchored machine bored piles used for the construction of the Faculty of Physical and Mathematical Sciences, Universidad de Chile. As part of monitoring of excavation, measurements of displacements were obtained for two piles at different stages by preinstalled inclinometers in the piles. Furthermore, the study shows the results for the displacement using rod construction module (software GGU-Retain), and through Winkler's theory (software CYPE: Embedded retaining walls), considering the most representative stages and the redistribution of soil pressure that is indicated in the Chilean Norm NCh.3206 for the model done on GGU-Retain. The results of the performed modellings are graphically compared with the measured field values.
author	Raddatz,Dennis Taiba,Oscar
author_facet	Raddatz,Dennis Taiba,Oscar
author_sort	Raddatz,Dennis
title	Anchored piles in Santiago's gravel: modeling results for displacement curve
title_short	Anchored piles in Santiago's gravel: modeling results for displacement curve
title_full	Anchored piles in Santiago's gravel: modeling results for displacement curve
title_fullStr	Anchored piles in Santiago's gravel: modeling results for displacement curve
title_full_unstemmed	Anchored piles in Santiago's gravel: modeling results for displacement curve
title_sort	anchored piles in santiago's gravel: modeling results for displacement curve
publisher	Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
publishDate	2017
url	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2017000300457
work_keys_str_mv	AT raddatzdennis anchoredpilesinsantiagosgravelmodelingresultsfordisplacementcurve AT taibaoscar anchoredpilesinsantiagosgravelmodelingresultsfordisplacementcurve
_version_	1714206286697988096

Anchored piles in Santiago's gravel: modeling results for displacement curve

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