Experimental study of behavior of circular footing on geogrid-reinforced sand

Autores
Useche Infante, Danny; Aiassa Martínez, Gonzalo Martín; Arrúa, Pedro Ariel; Eberhardt, Marcelo Gabriel
Año de publicación
2019
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
Load tests were carried out with a circular foundation of diameter, B = 100 mm, supported on geogrid-sand reinforced contained in a circular-steel tank with diameter of 600 mm and depth of 450 mm, to determine the increase produced in the bearing capacity by including geogrid layers in the sand. Two types of geogrid, uniaxial and biaxial, were used as reinforcement material. Besides, a parametric study was carried out to verify the effect of several factors on the behaviour of reinforced soil. The parameters considered in the study include the depth of the first geogrid layer, vertical separation between layers of geogrid, diameter of the geogrid, number of reinforcement layers, deep of the foundation, geogrid type, and relative density of the sand. Moreover, the effect of folding the edges of the geogrid layer was studied. Finally, regression models will be developed from the laboratory model test to perform an initial calculation of the bearing capacity of the reinforced sand. Results showed that the parameters studied have a significant influence on the performance of the footing in terms of bearing capacity. The proposed regression models presented an adequate approximation to the experimental results.
Fil: Useche Infante, Danny. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Centro de Investigación y Desarrollo en Geotecnia. Departamento ingeniería Civil. Córdoba; Argentina.
Fil: Aiassa Martínez, Gonzalo Martín. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Centro de Investigación y Desarrollo en Geotecnia. Departamento ingeniería Civil. Córdoba; Argentina.
Fil: Arrúa, Pedro A.. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Centro de Investigación y Desarrollo en Geotecnia. Departamento ingeniería Civil. Córdoba; Argentina.
Fil: Eberhardt, Marcelo Gabriel. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Centro de Investigación y Desarrollo en Geotecnia. Departamento ingeniería Civil. Córdoba; Argentina.
Peer Reviewed
Materia
geogrid sand reinforced
geogrid layers
regression models
Nivel de accesibilidad
acceso abierto
Condiciones de uso
2024-08-26T23:47:26Z
Repositorio
Repositorio Institucional Abierto (UTN)
Institución
Universidad Tecnológica Nacional
OAI Identificador
oai:ria.utn.edu.ar:20.500.12272/11368
Acceder
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network_acronym_str RIAUTN
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network_name_str Repositorio Institucional Abierto (UTN)
spelling Experimental study of behavior of circular footing on geogrid-reinforced sandUseche Infante, DannyAiassa Martínez, Gonzalo MartínArrúa, Pedro ArielEberhardt, Marcelo Gabrielgeogrid sand reinforcedgeogrid layersregression modelsLoad tests were carried out with a circular foundation of diameter, B = 100 mm, supported on geogrid-sand reinforced contained in a circular-steel tank with diameter of 600 mm and depth of 450 mm, to determine the increase produced in the bearing capacity by including geogrid layers in the sand. Two types of geogrid, uniaxial and biaxial, were used as reinforcement material. Besides, a parametric study was carried out to verify the effect of several factors on the behaviour of reinforced soil. The parameters considered in the study include the depth of the first geogrid layer, vertical separation between layers of geogrid, diameter of the geogrid, number of reinforcement layers, deep of the foundation, geogrid type, and relative density of the sand. Moreover, the effect of folding the edges of the geogrid layer was studied. Finally, regression models will be developed from the laboratory model test to perform an initial calculation of the bearing capacity of the reinforced sand. Results showed that the parameters studied have a significant influence on the performance of the footing in terms of bearing capacity. The proposed regression models presented an adequate approximation to the experimental results.Fil: Useche Infante, Danny. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Centro de Investigación y Desarrollo en Geotecnia. Departamento ingeniería Civil. Córdoba; Argentina.Fil: Aiassa Martínez, Gonzalo Martín. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Centro de Investigación y Desarrollo en Geotecnia. Departamento ingeniería Civil. Córdoba; Argentina.Fil: Arrúa, Pedro A.. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Centro de Investigación y Desarrollo en Geotecnia. Departamento ingeniería Civil. Córdoba; Argentina.Fil: Eberhardt, Marcelo Gabriel. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Centro de Investigación y Desarrollo en Geotecnia. Departamento ingeniería Civil. Córdoba; Argentina.Peer Reviewed2024-08-26T23:47:26Z2024-08-26T23:47:26Z2019info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articulopdfapplication/pdfhttp://hdl.handle.net/20.500.12272/11368https://doi.org/10.1080/17486025.2019.1683621enginfo:eu-repo/semantics/openAccess2024-08-26T23:47:26Zhttp://creativecommons.org/licenses/by-nc-nd/4.0/Attribution-NonCommercial-NoDerivatives 4.0 InternacionalAiassa Martinez, Gonzalo MartínCC BY-NC-NDreponame:Repositorio Institucional Abierto (UTN)instname:Universidad Tecnológica Nacional2026-09-24T12:46:56Zoai:ria.utn.edu.ar:20.500.12272/11368instacron:UTNInstitucionalhttp://ria.utn.edu.ar/Universidad públicaNo correspondehttp://ria.utn.edu.ar/oaigestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:a2026-09-24 12:46:57.997Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse
dc.title.none.fl_str_mv Experimental study of behavior of circular footing on geogrid-reinforced sand
title Experimental study of behavior of circular footing on geogrid-reinforced sand
spellingShingle Experimental study of behavior of circular footing on geogrid-reinforced sand
Useche Infante, Danny
geogrid sand reinforced
geogrid layers
regression models
title_short Experimental study of behavior of circular footing on geogrid-reinforced sand
title_full Experimental study of behavior of circular footing on geogrid-reinforced sand
title_fullStr Experimental study of behavior of circular footing on geogrid-reinforced sand
title_full_unstemmed Experimental study of behavior of circular footing on geogrid-reinforced sand
title_sort Experimental study of behavior of circular footing on geogrid-reinforced sand
dc.creator.none.fl_str_mv Useche Infante, Danny
Aiassa Martínez, Gonzalo Martín
Arrúa, Pedro Ariel
Eberhardt, Marcelo Gabriel
author Useche Infante, Danny
author_facet Useche Infante, Danny
Aiassa Martínez, Gonzalo Martín
Arrúa, Pedro Ariel
Eberhardt, Marcelo Gabriel
author_role author
author2 Aiassa Martínez, Gonzalo Martín
Arrúa, Pedro Ariel
Eberhardt, Marcelo Gabriel
author2_role author
author
author
dc.subject.none.fl_str_mv geogrid sand reinforced
geogrid layers
regression models
topic geogrid sand reinforced
geogrid layers
regression models
dc.description.none.fl_txt_mv Load tests were carried out with a circular foundation of diameter, B = 100 mm, supported on geogrid-sand reinforced contained in a circular-steel tank with diameter of 600 mm and depth of 450 mm, to determine the increase produced in the bearing capacity by including geogrid layers in the sand. Two types of geogrid, uniaxial and biaxial, were used as reinforcement material. Besides, a parametric study was carried out to verify the effect of several factors on the behaviour of reinforced soil. The parameters considered in the study include the depth of the first geogrid layer, vertical separation between layers of geogrid, diameter of the geogrid, number of reinforcement layers, deep of the foundation, geogrid type, and relative density of the sand. Moreover, the effect of folding the edges of the geogrid layer was studied. Finally, regression models will be developed from the laboratory model test to perform an initial calculation of the bearing capacity of the reinforced sand. Results showed that the parameters studied have a significant influence on the performance of the footing in terms of bearing capacity. The proposed regression models presented an adequate approximation to the experimental results.
Fil: Useche Infante, Danny. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Centro de Investigación y Desarrollo en Geotecnia. Departamento ingeniería Civil. Córdoba; Argentina.
Fil: Aiassa Martínez, Gonzalo Martín. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Centro de Investigación y Desarrollo en Geotecnia. Departamento ingeniería Civil. Córdoba; Argentina.
Fil: Arrúa, Pedro A.. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Centro de Investigación y Desarrollo en Geotecnia. Departamento ingeniería Civil. Córdoba; Argentina.
Fil: Eberhardt, Marcelo Gabriel. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Centro de Investigación y Desarrollo en Geotecnia. Departamento ingeniería Civil. Córdoba; Argentina.
Peer Reviewed
description Load tests were carried out with a circular foundation of diameter, B = 100 mm, supported on geogrid-sand reinforced contained in a circular-steel tank with diameter of 600 mm and depth of 450 mm, to determine the increase produced in the bearing capacity by including geogrid layers in the sand. Two types of geogrid, uniaxial and biaxial, were used as reinforcement material. Besides, a parametric study was carried out to verify the effect of several factors on the behaviour of reinforced soil. The parameters considered in the study include the depth of the first geogrid layer, vertical separation between layers of geogrid, diameter of the geogrid, number of reinforcement layers, deep of the foundation, geogrid type, and relative density of the sand. Moreover, the effect of folding the edges of the geogrid layer was studied. Finally, regression models will be developed from the laboratory model test to perform an initial calculation of the bearing capacity of the reinforced sand. Results showed that the parameters studied have a significant influence on the performance of the footing in terms of bearing capacity. The proposed regression models presented an adequate approximation to the experimental results.
publishDate 2019
dc.date.none.fl_str_mv 2019
2024-08-26T23:47:26Z
2024-08-26T23:47:26Z
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/20.500.12272/11368
https://doi.org/10.1080/17486025.2019.1683621
url http://hdl.handle.net/20.500.12272/11368
https://doi.org/10.1080/17486025.2019.1683621
dc.language.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
2024-08-26T23:47:26Z
http://creativecommons.org/licenses/by-nc-nd/4.0/
Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Aiassa Martinez, Gonzalo Martín
CC BY-NC-ND
eu_rights_str_mv openAccess
rights_invalid_str_mv 2024-08-26T23:47:26Z
http://creativecommons.org/licenses/by-nc-nd/4.0/
Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Aiassa Martinez, Gonzalo Martín
CC BY-NC-ND
dc.format.none.fl_str_mv pdf
application/pdf
dc.source.none.fl_str_mv reponame:Repositorio Institucional Abierto (UTN)
instname:Universidad Tecnológica Nacional
reponame_str Repositorio Institucional Abierto (UTN)
collection Repositorio Institucional Abierto (UTN)
instname_str Universidad Tecnológica Nacional
repository.name.fl_str_mv Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacional
repository.mail.fl_str_mv gestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.ar
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score 13.265058

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