Post-grouted drilled shaft behavior

Autores
Gerbaudo, Carlos F.; Zeballos, Marcelo E.; Gerbaudo, Guillermo; Figliozzi, Luis
Año de publicación
2015
Idioma
inglés
Tipo de recurso
documento de conferencia
Estado
versión publicada
Descripción
Fil: Gerbaudo, Carlos F. Universidad Nacional de Córdoba; Argentina.
Fil: Zeballos, Marcelo E. Universidad Nacional de Córdoba; Argentina.
Fil: Gerbaudo, Guillermo. Universidad Nacional de Córdoba; Argentina.
Fil: Figliozzi, Luis. Dirección Provincial de Vialidad, Córdoba; Argentina.
Using post grouted cells at the tip of the piles form part of recommendations of construction application in several countries. The effect of this practice is valued ranging from a simple construction standard for improving contact between the pile tip and soil support, to the application of coefficients which enhance the load capacity of the pile as a whole. In the city of Córdoba, Argentina there is provided the use of a solution of large diameter piles with the execution of a cell of post grouted for the foundation an important highway viaduct. This foundation system is supported on a sand blanket between clean and silty, performing at the design stage an analytical estimate of the point resistance improvement as a consequence of post grouted execution. While it has international background of improving effects on the overall behavior of the pile through the implementation of these treatments, there is no specific application information in our environment for the case under analysis. This publication shows the prior analyzes conducted to estimate the contribution to the load capacity of the pile for treatment implementation. At the same time the process followed in the design of the testing and validation of the method of construction of the cells is described, and concludes in the description and analysis of load tests on piles made.
Fil: Gerbaudo, Carlos F. Universidad Nacional de Córdoba; Argentina.
Fil: Zeballos, Marcelo E. Universidad Nacional de Córdoba; Argentina.
Fil: Gerbaudo, Guillermo. Universidad Nacional de Córdoba; Argentina.
Fil: Figliozzi, Luis. Dirección Provincial de Vialidad, Córdoba; Argentina.
Ingeniería de la Construcción
Materia
Pilote
Ensayo in situ
Precarga
Vialidad
Geotechnical Engineering
Nivel de accesibilidad
acceso abierto
Condiciones de uso
Repositorio
Repositorio Digital Universitario (UNC)
Institución
Universidad Nacional de Córdoba
OAI Identificador
oai:rdu.unc.edu.ar:11086/552135

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oai_identifier_str oai:rdu.unc.edu.ar:11086/552135
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repository_id_str 2572
network_name_str Repositorio Digital Universitario (UNC)
spelling Post-grouted drilled shaft behaviorGerbaudo, Carlos F.Zeballos, Marcelo E.Gerbaudo, GuillermoFigliozzi, LuisPiloteEnsayo in situPrecargaVialidadGeotechnical EngineeringFil: Gerbaudo, Carlos F. Universidad Nacional de Córdoba; Argentina.Fil: Zeballos, Marcelo E. Universidad Nacional de Córdoba; Argentina.Fil: Gerbaudo, Guillermo. Universidad Nacional de Córdoba; Argentina.Fil: Figliozzi, Luis. Dirección Provincial de Vialidad, Córdoba; Argentina.Using post grouted cells at the tip of the piles form part of recommendations of construction application in several countries. The effect of this practice is valued ranging from a simple construction standard for improving contact between the pile tip and soil support, to the application of coefficients which enhance the load capacity of the pile as a whole. In the city of Córdoba, Argentina there is provided the use of a solution of large diameter piles with the execution of a cell of post grouted for the foundation an important highway viaduct. This foundation system is supported on a sand blanket between clean and silty, performing at the design stage an analytical estimate of the point resistance improvement as a consequence of post grouted execution. While it has international background of improving effects on the overall behavior of the pile through the implementation of these treatments, there is no specific application information in our environment for the case under analysis. This publication shows the prior analyzes conducted to estimate the contribution to the load capacity of the pile for treatment implementation. At the same time the process followed in the design of the testing and validation of the method of construction of the cells is described, and concludes in the description and analysis of load tests on piles made.Fil: Gerbaudo, Carlos F. Universidad Nacional de Córdoba; Argentina.Fil: Zeballos, Marcelo E. Universidad Nacional de Córdoba; Argentina.Fil: Gerbaudo, Guillermo. Universidad Nacional de Córdoba; Argentina.Fil: Figliozzi, Luis. Dirección Provincial de Vialidad, Córdoba; Argentina.Ingeniería de la Construcción2015info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdf978-1-61499-602-6http://hdl.handle.net/11086/552135enginfo:eu-repo/semantics/openAccessreponame:Repositorio Digital Universitario (UNC)instname:Universidad Nacional de Córdobainstacron:UNC2025-09-29T13:42:03Zoai:rdu.unc.edu.ar:11086/552135Institucionalhttps://rdu.unc.edu.ar/Universidad públicaNo correspondehttp://rdu.unc.edu.ar/oai/snrdoca.unc@gmail.comArgentinaNo correspondeNo correspondeNo correspondeopendoar:25722025-09-29 13:42:03.549Repositorio Digital Universitario (UNC) - Universidad Nacional de Córdobafalse
dc.title.none.fl_str_mv Post-grouted drilled shaft behavior
title Post-grouted drilled shaft behavior
spellingShingle Post-grouted drilled shaft behavior
Gerbaudo, Carlos F.
Pilote
Ensayo in situ
Precarga
Vialidad
Geotechnical Engineering
title_short Post-grouted drilled shaft behavior
title_full Post-grouted drilled shaft behavior
title_fullStr Post-grouted drilled shaft behavior
title_full_unstemmed Post-grouted drilled shaft behavior
title_sort Post-grouted drilled shaft behavior
dc.creator.none.fl_str_mv Gerbaudo, Carlos F.
Zeballos, Marcelo E.
Gerbaudo, Guillermo
Figliozzi, Luis
author Gerbaudo, Carlos F.
author_facet Gerbaudo, Carlos F.
Zeballos, Marcelo E.
Gerbaudo, Guillermo
Figliozzi, Luis
author_role author
author2 Zeballos, Marcelo E.
Gerbaudo, Guillermo
Figliozzi, Luis
author2_role author
author
author
dc.subject.none.fl_str_mv Pilote
Ensayo in situ
Precarga
Vialidad
Geotechnical Engineering
topic Pilote
Ensayo in situ
Precarga
Vialidad
Geotechnical Engineering
dc.description.none.fl_txt_mv Fil: Gerbaudo, Carlos F. Universidad Nacional de Córdoba; Argentina.
Fil: Zeballos, Marcelo E. Universidad Nacional de Córdoba; Argentina.
Fil: Gerbaudo, Guillermo. Universidad Nacional de Córdoba; Argentina.
Fil: Figliozzi, Luis. Dirección Provincial de Vialidad, Córdoba; Argentina.
Using post grouted cells at the tip of the piles form part of recommendations of construction application in several countries. The effect of this practice is valued ranging from a simple construction standard for improving contact between the pile tip and soil support, to the application of coefficients which enhance the load capacity of the pile as a whole. In the city of Córdoba, Argentina there is provided the use of a solution of large diameter piles with the execution of a cell of post grouted for the foundation an important highway viaduct. This foundation system is supported on a sand blanket between clean and silty, performing at the design stage an analytical estimate of the point resistance improvement as a consequence of post grouted execution. While it has international background of improving effects on the overall behavior of the pile through the implementation of these treatments, there is no specific application information in our environment for the case under analysis. This publication shows the prior analyzes conducted to estimate the contribution to the load capacity of the pile for treatment implementation. At the same time the process followed in the design of the testing and validation of the method of construction of the cells is described, and concludes in the description and analysis of load tests on piles made.
Fil: Gerbaudo, Carlos F. Universidad Nacional de Córdoba; Argentina.
Fil: Zeballos, Marcelo E. Universidad Nacional de Córdoba; Argentina.
Fil: Gerbaudo, Guillermo. Universidad Nacional de Córdoba; Argentina.
Fil: Figliozzi, Luis. Dirección Provincial de Vialidad, Córdoba; Argentina.
Ingeniería de la Construcción
description Fil: Gerbaudo, Carlos F. Universidad Nacional de Córdoba; Argentina.
publishDate 2015
dc.date.none.fl_str_mv 2015
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status_str publishedVersion
dc.identifier.none.fl_str_mv 978-1-61499-602-6
http://hdl.handle.net/11086/552135
identifier_str_mv 978-1-61499-602-6
url http://hdl.handle.net/11086/552135
dc.language.none.fl_str_mv eng
language eng
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instname_str Universidad Nacional de Córdoba
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