Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced Sand

Autores
Useche Infante, Danny Jose; Aiassa Martinez, Gonzalo Martin; Arrúa, Pedro; Eberhardt, Marcelo
Año de publicación
2015
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
This paper presents the effect of two types of geogrid inclusion on the bearing capacity of a rigidcircular footing resting on sand. The improvement achieved with uniaxial and biaxial geogrids iscompared. Load tests were performed for a broad series of conditions, including unreinforcedcases, was tested by varying variables such as geogrid type, number of geogrid layers, depth totopmost layer of geogrid and the case when the geogrid is anchored to the test mold. The resultswere then analyzed to find both qualitative and quantitative relationships between the bearingcapacity and the geogrid variables. The results of the investigation indicate that both, thesettlement and the bearing capacity, of circular footing resting on sand, can be enhanced by thepresence of geogrid layers. The improvement in stress-strain behavior of the geogrid-reinforcedsand was found to be strongly dependent on the number of geogrid layers, vertical distancebetween the base of the foundation and the first layer of geogrid and the tensile strength of geogridreinforcement
Fil: Useche Infante, Danny Jose. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería Civil; Argentina
Fil: Aiassa Martinez, Gonzalo Martin. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería Civil; Argentina
Fil: Arrúa, Pedro. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería Civil; Argentina
Fil: Eberhardt, Marcelo. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería Civil; Argentina
Materia
Shallow Foundations
Geogrid
Reinforced Soil
Bearing Capacity Ratio
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/71918
Acceder
id CONICETDig_9b5a8aa8b5136f4ca683ffc0d552d8e8
oai_identifier_str oai:ri.conicet.gov.ar:11336/71918
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced SandUseche Infante, Danny JoseAiassa Martinez, Gonzalo MartinArrúa, PedroEberhardt, MarceloShallow FoundationsGeogridReinforced SoilBearing Capacity Ratiohttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2This paper presents the effect of two types of geogrid inclusion on the bearing capacity of a rigidcircular footing resting on sand. The improvement achieved with uniaxial and biaxial geogrids iscompared. Load tests were performed for a broad series of conditions, including unreinforcedcases, was tested by varying variables such as geogrid type, number of geogrid layers, depth totopmost layer of geogrid and the case when the geogrid is anchored to the test mold. The resultswere then analyzed to find both qualitative and quantitative relationships between the bearingcapacity and the geogrid variables. The results of the investigation indicate that both, thesettlement and the bearing capacity, of circular footing resting on sand, can be enhanced by thepresence of geogrid layers. The improvement in stress-strain behavior of the geogrid-reinforcedsand was found to be strongly dependent on the number of geogrid layers, vertical distancebetween the base of the foundation and the first layer of geogrid and the tensile strength of geogridreinforcementFil: Useche Infante, Danny Jose. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería Civil; ArgentinaFil: Aiassa Martinez, Gonzalo Martin. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería Civil; ArgentinaFil: Arrúa, Pedro. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería Civil; ArgentinaFil: Eberhardt, Marcelo. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería Civil; ArgentinaOklahoma State University2015-11info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/71918Useche Infante, Danny Jose; Aiassa Martinez, Gonzalo Martin; Arrúa, Pedro; Eberhardt, Marcelo; Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced Sand; Oklahoma State University; Electronic Journal of Geotechnical Engineering; 20; 23; 11-2015; 11647-116641089-3032CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/url/http://www.ejge.com/2015/JourTOC20.23.htminfo:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2026-05-13T11:00:47Zoai:ri.conicet.gov.ar:11336/71918instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982026-05-13 11:00:47.691CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced Sand
title Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced Sand
spellingShingle Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced Sand
Useche Infante, Danny Jose
Shallow Foundations
Geogrid
Reinforced Soil
Bearing Capacity Ratio
title_short Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced Sand
title_full Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced Sand
title_fullStr Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced Sand
title_full_unstemmed Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced Sand
title_sort Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced Sand
dc.creator.none.fl_str_mv Useche Infante, Danny Jose
Aiassa Martinez, Gonzalo Martin
Arrúa, Pedro
Eberhardt, Marcelo
author Useche Infante, Danny Jose
author_facet Useche Infante, Danny Jose
Aiassa Martinez, Gonzalo Martin
Arrúa, Pedro
Eberhardt, Marcelo
author_role author
author2 Aiassa Martinez, Gonzalo Martin
Arrúa, Pedro
Eberhardt, Marcelo
author2_role author
author
author
dc.subject.none.fl_str_mv Shallow Foundations
Geogrid
Reinforced Soil
Bearing Capacity Ratio
topic Shallow Foundations
Geogrid
Reinforced Soil
Bearing Capacity Ratio
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv This paper presents the effect of two types of geogrid inclusion on the bearing capacity of a rigidcircular footing resting on sand. The improvement achieved with uniaxial and biaxial geogrids iscompared. Load tests were performed for a broad series of conditions, including unreinforcedcases, was tested by varying variables such as geogrid type, number of geogrid layers, depth totopmost layer of geogrid and the case when the geogrid is anchored to the test mold. The resultswere then analyzed to find both qualitative and quantitative relationships between the bearingcapacity and the geogrid variables. The results of the investigation indicate that both, thesettlement and the bearing capacity, of circular footing resting on sand, can be enhanced by thepresence of geogrid layers. The improvement in stress-strain behavior of the geogrid-reinforcedsand was found to be strongly dependent on the number of geogrid layers, vertical distancebetween the base of the foundation and the first layer of geogrid and the tensile strength of geogridreinforcement
Fil: Useche Infante, Danny Jose. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería Civil; Argentina
Fil: Aiassa Martinez, Gonzalo Martin. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería Civil; Argentina
Fil: Arrúa, Pedro. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería Civil; Argentina
Fil: Eberhardt, Marcelo. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería Civil; Argentina
description This paper presents the effect of two types of geogrid inclusion on the bearing capacity of a rigidcircular footing resting on sand. The improvement achieved with uniaxial and biaxial geogrids iscompared. Load tests were performed for a broad series of conditions, including unreinforcedcases, was tested by varying variables such as geogrid type, number of geogrid layers, depth totopmost layer of geogrid and the case when the geogrid is anchored to the test mold. The resultswere then analyzed to find both qualitative and quantitative relationships between the bearingcapacity and the geogrid variables. The results of the investigation indicate that both, thesettlement and the bearing capacity, of circular footing resting on sand, can be enhanced by thepresence of geogrid layers. The improvement in stress-strain behavior of the geogrid-reinforcedsand was found to be strongly dependent on the number of geogrid layers, vertical distancebetween the base of the foundation and the first layer of geogrid and the tensile strength of geogridreinforcement
publishDate 2015
dc.date.none.fl_str_mv 2015-11
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/71918
Useche Infante, Danny Jose; Aiassa Martinez, Gonzalo Martin; Arrúa, Pedro; Eberhardt, Marcelo; Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced Sand; Oklahoma State University; Electronic Journal of Geotechnical Engineering; 20; 23; 11-2015; 11647-11664
1089-3032
CONICET Digital
CONICET
url http://hdl.handle.net/11336/71918
identifier_str_mv Useche Infante, Danny Jose; Aiassa Martinez, Gonzalo Martin; Arrúa, Pedro; Eberhardt, Marcelo; Behavior of Rigid Circular Shallow Foundations on Geogrid-Reinforced Sand; Oklahoma State University; Electronic Journal of Geotechnical Engineering; 20; 23; 11-2015; 11647-11664
1089-3032
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/url/http://www.ejge.com/2015/JourTOC20.23.htm
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Oklahoma State University
publisher.none.fl_str_mv Oklahoma State University
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
_version_ 1865199857558355968
score 13.115601

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