Effect of geogrid reinforcement on interface for a stratified embankment.

Autores
Useche Infante, Danny José; Aiassa Martínez , Gonzalo Martín; Arrúa , Pedro Ariel; Eberhardt , Marcelo
Año de publicación
2016
Idioma
inglés
Tipo de recurso
artículo
Estado
versión aceptada
Descripción
Reinforced granular embankments are often placed on soft soil strata for an efficient and economical transfer ofsuperstructure load. This paper describes laboratory tests on circular footing supported on unreinforced and geogrid-reinforced granular soil. Two types of geogrid layer, uniaxial and biaxial geogrid, were placed at the interface of sub-base soil and granular base of an embankment formed on soft ground to support shallow foundations. Load test were conducted with the aim to determine the performance improvement of the circular footing due to the provision of both types of geogrid reinforcement in the soil. Also studied the effect produced by anchoring geogrid layer at the edge of the mold sample. The results showed that the inclusion of a geogrid layer at the interface of sub-base soil and granular base increase the magnitude of the footing bearing capacity and decreases the settlement of the system. The study shows that the type of geogrid used has direct influence on stress-strain behavior of soil-geogrid system and better results occurred when the geogrid was anchored to test mold.
Fil: Useche Infante, Danny José. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento 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 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 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 Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.
Fuente
GEOMETAL,vol.10.2016.
Materia
Sallow Foundations
Geogrid
Reinforcement
Bearing Capacity Ratio
Settlement
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:20.500.12272/13530
Acceder
id RIAUTN_265c5416462d63e6cdae6319f9fe92b0
oai_identifier_str oai:ria.utn.edu.ar:20.500.12272/13530
network_acronym_str RIAUTN
repository_id_str a
network_name_str Repositorio Institucional Abierto (UTN)
spelling Effect of geogrid reinforcement on interface for a stratified embankment.Useche Infante, Danny JoséAiassa Martínez , Gonzalo MartínArrúa , Pedro ArielEberhardt , MarceloSallow FoundationsGeogridReinforcementBearing Capacity RatioSettlementReinforced granular embankments are often placed on soft soil strata for an efficient and economical transfer ofsuperstructure load. This paper describes laboratory tests on circular footing supported on unreinforced and geogrid-reinforced granular soil. Two types of geogrid layer, uniaxial and biaxial geogrid, were placed at the interface of sub-base soil and granular base of an embankment formed on soft ground to support shallow foundations. Load test were conducted with the aim to determine the performance improvement of the circular footing due to the provision of both types of geogrid reinforcement in the soil. Also studied the effect produced by anchoring geogrid layer at the edge of the mold sample. The results showed that the inclusion of a geogrid layer at the interface of sub-base soil and granular base increase the magnitude of the footing bearing capacity and decreases the settlement of the system. The study shows that the type of geogrid used has direct influence on stress-strain behavior of soil-geogrid system and better results occurred when the geogrid was anchored to test mold.Fil: Useche Infante, Danny José. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento 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 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 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 Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.GEOMATE2025-07-28T20:14:47Z2016info:eu-repo/semantics/articleinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articulopdfapplication/pdfGEOMATE,2016.2186-2982(P)2186-2990(O)https://hdl.handle.net/20.500.12272/13530GEOMETAL,vol.10.2016.reponame:Repositorio Institucional Abierto (UTN)instname:Universidad Tecnológica Nacionalenginfo:eu-repo/semantics/openAccessAttribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/Useche Infante, Danny José; Aiassa Martín, Gonzalo Martín; Arrúa, Pedro Ariel; Eberhardt, Marcelo.https://creativecommons.org/licenses/by-nc-nd/4.0/2026-09-24T12:44:49Zoai:ria.utn.edu.ar:20.500.12272/13530instacron: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 12:44:50.206Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse
dc.title.none.fl_str_mv Effect of geogrid reinforcement on interface for a stratified embankment.
title Effect of geogrid reinforcement on interface for a stratified embankment.
spellingShingle Effect of geogrid reinforcement on interface for a stratified embankment.
Useche Infante, Danny José
Sallow Foundations
Geogrid
Reinforcement
Bearing Capacity Ratio
Settlement
title_short Effect of geogrid reinforcement on interface for a stratified embankment.
title_full Effect of geogrid reinforcement on interface for a stratified embankment.
title_fullStr Effect of geogrid reinforcement on interface for a stratified embankment.
title_full_unstemmed Effect of geogrid reinforcement on interface for a stratified embankment.
title_sort Effect of geogrid reinforcement on interface for a stratified embankment.
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 Sallow Foundations
Geogrid
Reinforcement
Bearing Capacity Ratio
Settlement
topic Sallow Foundations
Geogrid
Reinforcement
Bearing Capacity Ratio
Settlement
dc.description.none.fl_txt_mv Reinforced granular embankments are often placed on soft soil strata for an efficient and economical transfer ofsuperstructure load. This paper describes laboratory tests on circular footing supported on unreinforced and geogrid-reinforced granular soil. Two types of geogrid layer, uniaxial and biaxial geogrid, were placed at the interface of sub-base soil and granular base of an embankment formed on soft ground to support shallow foundations. Load test were conducted with the aim to determine the performance improvement of the circular footing due to the provision of both types of geogrid reinforcement in the soil. Also studied the effect produced by anchoring geogrid layer at the edge of the mold sample. The results showed that the inclusion of a geogrid layer at the interface of sub-base soil and granular base increase the magnitude of the footing bearing capacity and decreases the settlement of the system. The study shows that the type of geogrid used has direct influence on stress-strain behavior of soil-geogrid system and better results occurred when the geogrid was anchored to test mold.
Fil: Useche Infante, Danny José. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Departamento 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 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 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 Ingeniería. Centro de Investigación y Desarrollo en Geotecnia, Estructuras y Fundaciones. Laboratorio de Geotecnia y Fundaciones; Argentina.
description Reinforced granular embankments are often placed on soft soil strata for an efficient and economical transfer ofsuperstructure load. This paper describes laboratory tests on circular footing supported on unreinforced and geogrid-reinforced granular soil. Two types of geogrid layer, uniaxial and biaxial geogrid, were placed at the interface of sub-base soil and granular base of an embankment formed on soft ground to support shallow foundations. Load test were conducted with the aim to determine the performance improvement of the circular footing due to the provision of both types of geogrid reinforcement in the soil. Also studied the effect produced by anchoring geogrid layer at the edge of the mold sample. The results showed that the inclusion of a geogrid layer at the interface of sub-base soil and granular base increase the magnitude of the footing bearing capacity and decreases the settlement of the system. The study shows that the type of geogrid used has direct influence on stress-strain behavior of soil-geogrid system and better results occurred when the geogrid was anchored to test mold.
publishDate 2016
dc.date.none.fl_str_mv 2016
2025-07-28T20:14:47Z
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 GEOMATE,2016.
2186-2982(P)
2186-2990(O)
https://hdl.handle.net/20.500.12272/13530
identifier_str_mv GEOMATE,2016.
2186-2982(P)
2186-2990(O)
url https://hdl.handle.net/20.500.12272/13530
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 Martín, 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 Martín, 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 GEOMATE
publisher.none.fl_str_mv GEOMATE
dc.source.none.fl_str_mv GEOMETAL,vol.10.2016.
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
_version_ 1877230888158232576
score 13.24418

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