Behavior of geogrid reinforced sand under vertical load

Autores
Useche Infante, Danny José; Aiassa Martinez, Gonzalo Martín; Arrúa, Pedro Ariel; Eberhardt, Marcelo G.
Año de publicación
2016
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
In previous works several experimental investigations aimed at establishing the behavior of granular soils reinforced with geosynthetics have been conducted. It has been found that the capacity of the soil improves due to a tensile force given by the geosynthetic that thus provides a soil reinforcement function and therefore allows a better distribution of pressure in the soil. Many of these studies report the use of CBR tests to characterize the behavior of reinforced soil. The CBR test measures the vertical deformation with application of vertical loads, by which it is possible to characterize the stress-strain behavior of the material. In this paper, modified CBR tests are performed on samples of granular soils reinforced with geogrids in order to establish the behavior of reinforced soil at the load application surface from foundations; in this case the displacements are restricted in the cylinder edges of CBR test. The results are compared with those obtained by CBR testing performed without restricting displacements at the edges and without including any type of reinforcement, which were documented in previous work of the authors.
Fil: Useche Infante, Danny José. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Grupo de Investigación y Desarrollo en Geotécnia, Estructura y Fundaciones. Laboratorio de Geotécnia y Fundaciones. Departamento Ingeniería Civil; Argentina.
Fil: Aiassa Martínez, Gonzalo Martín. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Grupo de Investigación y Desarrollo en Geotécnia, Estructura y Fundaciones. Laboratorio de Geotécnia y Fundaciones. Departamento Ingeniería Civil; Argentina.
Fil: Arrúa, Pedro Ariel. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Grupo de Investigación y Desarrollo en Geotécnia, Estructura y Fundaciones. Laboratorio de Geotécnia y Fundaciones. Departamento Ingeniería Civil; Argentina.
Fil: Eberhardt, Marcelo G. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Grupo de Investigación y Desarrollo en Geotécnia, Estructura y Fundaciones. Laboratorio de Geotécnia y Fundaciones. Departamento Ingeniería Civil; Argentina.
Peer Reviewed
Fuente
International Journal of GEOMATE 10(21),1862-1868.(2016)
Materia
Shallow Foundations
Geosynthetics
Reinforced Soil
CBR
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:20.500.12272/14621
Acceder
id RIAUTN_500e8a8b9fbdb73055045bcf0ca7f019
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network_acronym_str RIAUTN
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network_name_str Repositorio Institucional Abierto (UTN)
spelling Behavior of geogrid reinforced sand under vertical loadUseche Infante, Danny JoséAiassa Martinez, Gonzalo MartínArrúa, Pedro ArielEberhardt, Marcelo G.Shallow FoundationsGeosyntheticsReinforced SoilCBRIn previous works several experimental investigations aimed at establishing the behavior of granular soils reinforced with geosynthetics have been conducted. It has been found that the capacity of the soil improves due to a tensile force given by the geosynthetic that thus provides a soil reinforcement function and therefore allows a better distribution of pressure in the soil. Many of these studies report the use of CBR tests to characterize the behavior of reinforced soil. The CBR test measures the vertical deformation with application of vertical loads, by which it is possible to characterize the stress-strain behavior of the material. In this paper, modified CBR tests are performed on samples of granular soils reinforced with geogrids in order to establish the behavior of reinforced soil at the load application surface from foundations; in this case the displacements are restricted in the cylinder edges of CBR test. The results are compared with those obtained by CBR testing performed without restricting displacements at the edges and without including any type of reinforcement, which were documented in previous work of the authors.Fil: Useche Infante, Danny José. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Grupo de Investigación y Desarrollo en Geotécnia, Estructura y Fundaciones. Laboratorio de Geotécnia y Fundaciones. Departamento Ingeniería Civil; Argentina.Fil: Aiassa Martínez, Gonzalo Martín. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Grupo de Investigación y Desarrollo en Geotécnia, Estructura y Fundaciones. Laboratorio de Geotécnia y Fundaciones. Departamento Ingeniería Civil; Argentina.Fil: Arrúa, Pedro Ariel. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Grupo de Investigación y Desarrollo en Geotécnia, Estructura y Fundaciones. Laboratorio de Geotécnia y Fundaciones. Departamento Ingeniería Civil; Argentina.Fil: Eberhardt, Marcelo G. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Grupo de Investigación y Desarrollo en Geotécnia, Estructura y Fundaciones. Laboratorio de Geotécnia y Fundaciones. Departamento Ingeniería Civil; Argentina.Peer ReviewedGEOMATE International Society2026-03-02T20:26:42Z2016info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articulopdfapplication/pdfInternational journal of GEOMATE2186-29822186-2990https://hdl.handle.net/20.500.12272/14621International Journal of GEOMATE 10(21),1862-1868.(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/Aiassa Martínez, Gonzalo Martín.2026-09-24T12:45:53Zoai:ria.utn.edu.ar:20.500.12272/14621instacron: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 12:45:54.439Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse
dc.title.none.fl_str_mv Behavior of geogrid reinforced sand under vertical load
title Behavior of geogrid reinforced sand under vertical load
spellingShingle Behavior of geogrid reinforced sand under vertical load
Useche Infante, Danny José
Shallow Foundations
Geosynthetics
Reinforced Soil
CBR
title_short Behavior of geogrid reinforced sand under vertical load
title_full Behavior of geogrid reinforced sand under vertical load
title_fullStr Behavior of geogrid reinforced sand under vertical load
title_full_unstemmed Behavior of geogrid reinforced sand under vertical load
title_sort Behavior of geogrid reinforced sand under vertical load
dc.creator.none.fl_str_mv Useche Infante, Danny José
Aiassa Martinez, Gonzalo Martín
Arrúa, Pedro Ariel
Eberhardt, Marcelo G.
author Useche Infante, Danny José
author_facet Useche Infante, Danny José
Aiassa Martinez, Gonzalo Martín
Arrúa, Pedro Ariel
Eberhardt, Marcelo G.
author_role author
author2 Aiassa Martinez, Gonzalo Martín
Arrúa, Pedro Ariel
Eberhardt, Marcelo G.
author2_role author
author
author
dc.subject.none.fl_str_mv Shallow Foundations
Geosynthetics
Reinforced Soil
CBR
topic Shallow Foundations
Geosynthetics
Reinforced Soil
CBR
dc.description.none.fl_txt_mv In previous works several experimental investigations aimed at establishing the behavior of granular soils reinforced with geosynthetics have been conducted. It has been found that the capacity of the soil improves due to a tensile force given by the geosynthetic that thus provides a soil reinforcement function and therefore allows a better distribution of pressure in the soil. Many of these studies report the use of CBR tests to characterize the behavior of reinforced soil. The CBR test measures the vertical deformation with application of vertical loads, by which it is possible to characterize the stress-strain behavior of the material. In this paper, modified CBR tests are performed on samples of granular soils reinforced with geogrids in order to establish the behavior of reinforced soil at the load application surface from foundations; in this case the displacements are restricted in the cylinder edges of CBR test. The results are compared with those obtained by CBR testing performed without restricting displacements at the edges and without including any type of reinforcement, which were documented in previous work of the authors.
Fil: Useche Infante, Danny José. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Grupo de Investigación y Desarrollo en Geotécnia, Estructura y Fundaciones. Laboratorio de Geotécnia y Fundaciones. Departamento Ingeniería Civil; Argentina.
Fil: Aiassa Martínez, Gonzalo Martín. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Grupo de Investigación y Desarrollo en Geotécnia, Estructura y Fundaciones. Laboratorio de Geotécnia y Fundaciones. Departamento Ingeniería Civil; Argentina.
Fil: Arrúa, Pedro Ariel. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Grupo de Investigación y Desarrollo en Geotécnia, Estructura y Fundaciones. Laboratorio de Geotécnia y Fundaciones. Departamento Ingeniería Civil; Argentina.
Fil: Eberhardt, Marcelo G. Universidad Tecnológica Nacional. Facultad Regional Córdoba. Grupo de Investigación y Desarrollo en Geotécnia, Estructura y Fundaciones. Laboratorio de Geotécnia y Fundaciones. Departamento Ingeniería Civil; Argentina.
Peer Reviewed
description In previous works several experimental investigations aimed at establishing the behavior of granular soils reinforced with geosynthetics have been conducted. It has been found that the capacity of the soil improves due to a tensile force given by the geosynthetic that thus provides a soil reinforcement function and therefore allows a better distribution of pressure in the soil. Many of these studies report the use of CBR tests to characterize the behavior of reinforced soil. The CBR test measures the vertical deformation with application of vertical loads, by which it is possible to characterize the stress-strain behavior of the material. In this paper, modified CBR tests are performed on samples of granular soils reinforced with geogrids in order to establish the behavior of reinforced soil at the load application surface from foundations; in this case the displacements are restricted in the cylinder edges of CBR test. The results are compared with those obtained by CBR testing performed without restricting displacements at the edges and without including any type of reinforcement, which were documented in previous work of the authors.
publishDate 2016
dc.date.none.fl_str_mv 2016
2026-03-02T20:26:42Z
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 International journal of GEOMATE
2186-2982
2186-2990
https://hdl.handle.net/20.500.12272/14621
identifier_str_mv International journal of GEOMATE
2186-2982
2186-2990
url https://hdl.handle.net/20.500.12272/14621
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/
Aiassa Martínez, Gonzalo Martín.
eu_rights_str_mv openAccess
rights_invalid_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
Aiassa Martínez, Gonzalo Martín.
dc.format.none.fl_str_mv pdf
application/pdf
dc.publisher.none.fl_str_mv GEOMATE International Society
publisher.none.fl_str_mv GEOMATE International Society
dc.source.none.fl_str_mv International Journal of GEOMATE 10(21),1862-1868.(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_ 1877230911637946368
score 13.24418

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