Numerical Investigation of Bearing Capacity of Centrally and Eccentrically Loaded Surface Footing on Sand-Clay with Void Using Plaxis 2D

Detalhes bibliográficos
Autor(a) principal: Nezari, Abdelhakim
Data de Publicação: 2024
Outros Autores: Boufarh, Rafik, Mansouri, Tarek
Tipo de documento: Artigo
Idioma: eng
Título da fonte: The Journal of Engineering and Exact Sciences
Texto Completo: https://periodicos.ufv.br/jcec/article/view/17506
Resumo: The presence of voids under footings can significantly reduce the stability of the foundation and the superstructure above it. Estimating the bearing capacity of a footing with voids below it is a complex and challenging problem in geotechnical engineering. This study investigates the stability of centrally and eccentrically loaded surface footings supported by sand layers of variable thickness overlying clay layers, with circular voids below the center of the footing. Using the Plaxis finite element software, the influence of various parameters on the overall performance of the footing, including load eccentricity, void location, void size, and introducing geogrid reinforcement at the sand-clay interface are analyzed. The results show that increasing the void depth, add a thick layer of sand or introducing geogrid reinforcement can mitigate the impact of a void beneath a foundation.
id UFV-6_f355137388d763694b2f7167748eb1ac
oai_identifier_str oai:ojs.periodicos.ufv.br:article/17506
network_acronym_str UFV-6
network_name_str The Journal of Engineering and Exact Sciences
repository_id_str
spelling Numerical Investigation of Bearing Capacity of Centrally and Eccentrically Loaded Surface Footing on Sand-Clay with Void Using Plaxis 2Dbearing capacitysand overlying clayEccentricity loadVoidstrip footingsreinforced soilsThe presence of voids under footings can significantly reduce the stability of the foundation and the superstructure above it. Estimating the bearing capacity of a footing with voids below it is a complex and challenging problem in geotechnical engineering. This study investigates the stability of centrally and eccentrically loaded surface footings supported by sand layers of variable thickness overlying clay layers, with circular voids below the center of the footing. Using the Plaxis finite element software, the influence of various parameters on the overall performance of the footing, including load eccentricity, void location, void size, and introducing geogrid reinforcement at the sand-clay interface are analyzed. The results show that increasing the void depth, add a thick layer of sand or introducing geogrid reinforcement can mitigate the impact of a void beneath a foundation.La presencia de vacíos debajo de las cimentaciones puede reducir significativamente la estabilidad de la cimentación y de la superestructura que se encuentra encima de ella. Estimar la capacidad de carga de una cimentación con vacíos debajo de ella es un problema complejo y desafiante en la ingeniería geotécnica. Este estudio investiga la estabilidad de cimentaciones superficiales cargadas de forma central y excéntrica apoyadas en capas de arena de espesor variable sobre capas de arcilla, con vacíos circulares debajo del centro de la cimentación. Utilizando el software de elementos finitos Plaxis, se analiza la influencia de varios parámetros en el rendimiento general de la cimentación, incluyendo la excentricidad de la carga, la ubicación del vacío, el tamaño del vacío y la introducción de refuerzo de geogrilla en la interfaz arena-arcilla. Los resultados demuestran que el aumento de la profundidad del vacío, la adición de una capa gruesa de arena o la introducción de refuerzo de geogrilla pueden mitigar el impacto de un vacío debajo de una cimentación.Universidade Federal de Viçosa - UFV2024-04-14info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://periodicos.ufv.br/jcec/article/view/1750610.18540/jcecvl10iss3pp17506The Journal of Engineering and Exact Sciences; Vol. 10 No. 3 (2024): In progress; 17506The Journal of Engineering and Exact Sciences; Vol. 10 Núm. 3 (2024): In progress; 17506The Journal of Engineering and Exact Sciences; v. 10 n. 3 (2024): In progress ; 175062527-1075reponame:The Journal of Engineering and Exact Sciencesinstname:Universidade Federal de Viçosa (UFV)instacron:UFVenghttps://periodicos.ufv.br/jcec/article/view/17506/9581Copyright (c) 2024 The Journal of Engineering and Exact Scienceshttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessNezari, AbdelhakimBoufarh, RafikMansouri, Tarek2024-04-20T19:31:38Zoai:ojs.periodicos.ufv.br:article/17506Revistahttp://www.seer.ufv.br/seer/rbeq2/index.php/req2/oai2527-10752527-1075opendoar:2024-04-20T19:31:38The Journal of Engineering and Exact Sciences - Universidade Federal de Viçosa (UFV)false
dc.title.none.fl_str_mv Numerical Investigation of Bearing Capacity of Centrally and Eccentrically Loaded Surface Footing on Sand-Clay with Void Using Plaxis 2D
title Numerical Investigation of Bearing Capacity of Centrally and Eccentrically Loaded Surface Footing on Sand-Clay with Void Using Plaxis 2D
spellingShingle Numerical Investigation of Bearing Capacity of Centrally and Eccentrically Loaded Surface Footing on Sand-Clay with Void Using Plaxis 2D
Nezari, Abdelhakim
bearing capacity
sand overlying clay
Eccentricity load
Void
strip footings
reinforced soils
title_short Numerical Investigation of Bearing Capacity of Centrally and Eccentrically Loaded Surface Footing on Sand-Clay with Void Using Plaxis 2D
title_full Numerical Investigation of Bearing Capacity of Centrally and Eccentrically Loaded Surface Footing on Sand-Clay with Void Using Plaxis 2D
title_fullStr Numerical Investigation of Bearing Capacity of Centrally and Eccentrically Loaded Surface Footing on Sand-Clay with Void Using Plaxis 2D
title_full_unstemmed Numerical Investigation of Bearing Capacity of Centrally and Eccentrically Loaded Surface Footing on Sand-Clay with Void Using Plaxis 2D
title_sort Numerical Investigation of Bearing Capacity of Centrally and Eccentrically Loaded Surface Footing on Sand-Clay with Void Using Plaxis 2D
author Nezari, Abdelhakim
author_facet Nezari, Abdelhakim
Boufarh, Rafik
Mansouri, Tarek
author_role author
author2 Boufarh, Rafik
Mansouri, Tarek
author2_role author
author
dc.contributor.author.fl_str_mv Nezari, Abdelhakim
Boufarh, Rafik
Mansouri, Tarek
dc.subject.por.fl_str_mv bearing capacity
sand overlying clay
Eccentricity load
Void
strip footings
reinforced soils
topic bearing capacity
sand overlying clay
Eccentricity load
Void
strip footings
reinforced soils
description The presence of voids under footings can significantly reduce the stability of the foundation and the superstructure above it. Estimating the bearing capacity of a footing with voids below it is a complex and challenging problem in geotechnical engineering. This study investigates the stability of centrally and eccentrically loaded surface footings supported by sand layers of variable thickness overlying clay layers, with circular voids below the center of the footing. Using the Plaxis finite element software, the influence of various parameters on the overall performance of the footing, including load eccentricity, void location, void size, and introducing geogrid reinforcement at the sand-clay interface are analyzed. The results show that increasing the void depth, add a thick layer of sand or introducing geogrid reinforcement can mitigate the impact of a void beneath a foundation.
publishDate 2024
dc.date.none.fl_str_mv 2024-04-14
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://periodicos.ufv.br/jcec/article/view/17506
10.18540/jcecvl10iss3pp17506
url https://periodicos.ufv.br/jcec/article/view/17506
identifier_str_mv 10.18540/jcecvl10iss3pp17506
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv https://periodicos.ufv.br/jcec/article/view/17506/9581
dc.rights.driver.fl_str_mv Copyright (c) 2024 The Journal of Engineering and Exact Sciences
https://creativecommons.org/licenses/by/4.0
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2024 The Journal of Engineering and Exact Sciences
https://creativecommons.org/licenses/by/4.0
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Viçosa - UFV
publisher.none.fl_str_mv Universidade Federal de Viçosa - UFV
dc.source.none.fl_str_mv The Journal of Engineering and Exact Sciences; Vol. 10 No. 3 (2024): In progress; 17506
The Journal of Engineering and Exact Sciences; Vol. 10 Núm. 3 (2024): In progress; 17506
The Journal of Engineering and Exact Sciences; v. 10 n. 3 (2024): In progress ; 17506
2527-1075
reponame:The Journal of Engineering and Exact Sciences
instname:Universidade Federal de Viçosa (UFV)
instacron:UFV
instname_str Universidade Federal de Viçosa (UFV)
instacron_str UFV
institution UFV
reponame_str The Journal of Engineering and Exact Sciences
collection The Journal of Engineering and Exact Sciences
repository.name.fl_str_mv The Journal of Engineering and Exact Sciences - Universidade Federal de Viçosa (UFV)
repository.mail.fl_str_mv
_version_ 1808845241455738880

Registros relacionados