Experimental Studuy of behaviour of circular footing on geogrid reinforced sand.

Autores
Useche Infante , Danny José; Aiassa Martínez, Gonzalo Martín; Arrúa , Pedro Ariel; Eberhardt , Marcelo
Año de publicación
2019
Idioma
inglés
Tipo de recurso
artículo
Estado
versión aceptada
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 pre sented an adequate approximation to the experimental results
Fil: Useche Infante, Danny José. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.
Fil: Aiassa Martínez, Gonzalo Martín. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.
Fil: Arrúa, Pedro Ariel. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.
Fil: Eberhardt, Marcelo. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.
Materia
Bearing capacity
Circular Footings
Geogrid-reinforced sand
Model tests
Regression model
Nivel de accesibilidad
acceso abierto
Condiciones de uso
Attribution-NonCommercial-NoDerivatives 4.0 International
Repositorio
Repositorio Institucional Abierto (UTN)
Institución
Universidad Tecnológica Nacional
OAI Identificador
oai:ria.utn.edu.ar:20.500.12272/13664
Acceder
id RIAUTN_8f538c194cb9629769bf472a30c8d30b
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network_acronym_str RIAUTN
repository_id_str a
network_name_str Repositorio Institucional Abierto (UTN)
spelling Experimental Studuy of behaviour of circular footing on geogrid reinforced sand.Useche Infante , Danny JoséAiassa Martínez, Gonzalo MartínArrúa , Pedro ArielEberhardt , MarceloBearing capacityCircular FootingsGeogrid-reinforced sandModel testsRegression modelLoad 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 pre sented an adequate approximation to the experimental resultsFil: Useche Infante, Danny José. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.Fil: Aiassa Martínez, Gonzalo Martín. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.Fil: Arrúa, Pedro Ariel. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.Fil: Eberhardt, Marcelo. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.Geomechanics and Geoengineering.2025-08-21T19:13:57Z2019info:eu-repo/semantics/articleinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articulopdfapplication/pdfGeomechanics and Geoengineering. An Internarional1748-60251748-6033https://hdl.handle.net/20.500.12272/13664enginfo:eu-repo/semantics/openAccessAttribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/Useche Infante, Danny José; Aiassa Martínez, Gonzalo Martín; Arrúa, Pedro Ariel; Eberhardt, Marcelo.https://creativecommons.org/licenses/by-nc-nd/4.0/reponame:Repositorio Institucional Abierto (UTN)instname:Universidad Tecnológica Nacional2026-09-24T12:44:41Zoai:ria.utn.edu.ar:20.500.12272/13664instacron: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 12:44:42.971Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse
dc.title.none.fl_str_mv Experimental Studuy of behaviour of circular footing on geogrid reinforced sand.
title Experimental Studuy of behaviour of circular footing on geogrid reinforced sand.
spellingShingle Experimental Studuy of behaviour of circular footing on geogrid reinforced sand.
Useche Infante , Danny José
Bearing capacity
Circular Footings
Geogrid-reinforced sand
Model tests
Regression model
title_short Experimental Studuy of behaviour of circular footing on geogrid reinforced sand.
title_full Experimental Studuy of behaviour of circular footing on geogrid reinforced sand.
title_fullStr Experimental Studuy of behaviour of circular footing on geogrid reinforced sand.
title_full_unstemmed Experimental Studuy of behaviour of circular footing on geogrid reinforced sand.
title_sort Experimental Studuy of behaviour of circular footing on geogrid reinforced sand.
dc.creator.none.fl_str_mv Useche Infante , Danny José
Aiassa Martínez, Gonzalo Martín
Arrúa , Pedro Ariel
Eberhardt , Marcelo
author Useche Infante , Danny José
author_facet Useche Infante , Danny José
Aiassa Martínez, Gonzalo Martín
Arrúa , Pedro Ariel
Eberhardt , Marcelo
author_role author
author2 Aiassa Martínez, Gonzalo Martín
Arrúa , Pedro Ariel
Eberhardt , Marcelo
author2_role author
author
author
dc.subject.none.fl_str_mv Bearing capacity
Circular Footings
Geogrid-reinforced sand
Model tests
Regression model
topic Bearing capacity
Circular Footings
Geogrid-reinforced sand
Model tests
Regression model
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 pre sented an adequate approximation to the experimental results
Fil: Useche Infante, Danny José. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.
Fil: Aiassa Martínez, Gonzalo Martín. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.
Fil: Arrúa, Pedro Ariel. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.
Fil: Eberhardt, Marcelo. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento de Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.
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 pre sented an adequate approximation to the experimental results
publishDate 2019
dc.date.none.fl_str_mv 2019
2025-08-21T19:13:57Z
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/acceptedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str acceptedVersion
dc.identifier.none.fl_str_mv Geomechanics and Geoengineering. An Internarional
1748-6025
1748-6033
https://hdl.handle.net/20.500.12272/13664
identifier_str_mv Geomechanics and Geoengineering. An Internarional
1748-6025
1748-6033
url https://hdl.handle.net/20.500.12272/13664
dc.language.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
Useche Infante, Danny José; Aiassa Martínez, Gonzalo Martín; Arrúa, Pedro Ariel; Eberhardt, Marcelo.
https://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
rights_invalid_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
Useche Infante, Danny José; Aiassa Martínez, Gonzalo Martín; Arrúa, Pedro Ariel; Eberhardt, Marcelo.
https://creativecommons.org/licenses/by-nc-nd/4.0/
dc.format.none.fl_str_mv pdf
application/pdf
dc.publisher.none.fl_str_mv Geomechanics and Geoengineering.
publisher.none.fl_str_mv Geomechanics and Geoengineering.
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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