Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods
Autor(a) principal: | |
---|---|
Data de Publicação: | 2021 |
Outros Autores: | |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da Universidade Federal do Ceará (UFC) |
Texto Completo: | http://www.repositorio.ufc.br/handle/riufc/68838 |
Resumo: | When designing a foundation project, it is necessary to ensure that all the elements meet both ultimate and serviceability limit states, which call for predictions of settlement and load capacity. The load transfer methods are a widely used alternative to estimate the load-settlement ratio of piles in the design of foundation projects. However, traditional load transfer methods do not consider the interactive effects between the elements in pile groups. This study proposes changes to the load transfer curves developed by Bohn et al. (2016), aiming to incorporate the group effect in the analysis of load-settlement relationships in pile groups. Comparisons between the predicted settlements obtained using the proposed method and the results of load tests performed by Dai et al. (2012) in Jiangsu, China, showed that the modifications proposed in this study agreed well with the experimental results for most of the analyzed groups. |
id |
UFC-7_6d41717b0256515483c761c7fc173777 |
---|---|
oai_identifier_str |
oai:repositorio.ufc.br:riufc/68838 |
network_acronym_str |
UFC-7 |
network_name_str |
Repositório Institucional da Universidade Federal do Ceará (UFC) |
repository_id_str |
|
spelling |
Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methodsPile settlementsLoad transfer methodsGroup effectHyperbolic modelWhen designing a foundation project, it is necessary to ensure that all the elements meet both ultimate and serviceability limit states, which call for predictions of settlement and load capacity. The load transfer methods are a widely used alternative to estimate the load-settlement ratio of piles in the design of foundation projects. However, traditional load transfer methods do not consider the interactive effects between the elements in pile groups. This study proposes changes to the load transfer curves developed by Bohn et al. (2016), aiming to incorporate the group effect in the analysis of load-settlement relationships in pile groups. Comparisons between the predicted settlements obtained using the proposed method and the results of load tests performed by Dai et al. (2012) in Jiangsu, China, showed that the modifications proposed in this study agreed well with the experimental results for most of the analyzed groups.Soils and Rocks2022-10-15T19:25:38Z2022-10-15T19:25:38Z2021info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfMOURA, Alfran Sampaio; GOMES FILHO, Francisco Vladson Cardins. Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods. Soils and Rocks, [Rio de Janeiro], v. 44, n. 2, abr./jun. 2021. DOI: https://doi.org/10.28927/SR.2021.0613202675-5475http://www.repositorio.ufc.br/handle/riufc/68838Gomes Filho, Francisco Vladson CardinsMoura, Alfran Sampaioinfo:eu-repo/semantics/openAccessengreponame:Repositório Institucional da Universidade Federal do Ceará (UFC)instname:Universidade Federal do Ceará (UFC)instacron:UFC2023-12-06T17:50:41Zoai:repositorio.ufc.br:riufc/68838Repositório InstitucionalPUBhttp://www.repositorio.ufc.br/ri-oai/requestbu@ufc.br || repositorio@ufc.bropendoar:2024-09-11T18:49:37.668871Repositório Institucional da Universidade Federal do Ceará (UFC) - Universidade Federal do Ceará (UFC)false |
dc.title.none.fl_str_mv |
Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods |
title |
Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods |
spellingShingle |
Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods Gomes Filho, Francisco Vladson Cardins Pile settlements Load transfer methods Group effect Hyperbolic model |
title_short |
Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods |
title_full |
Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods |
title_fullStr |
Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods |
title_full_unstemmed |
Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods |
title_sort |
Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods |
author |
Gomes Filho, Francisco Vladson Cardins |
author_facet |
Gomes Filho, Francisco Vladson Cardins Moura, Alfran Sampaio |
author_role |
author |
author2 |
Moura, Alfran Sampaio |
author2_role |
author |
dc.contributor.author.fl_str_mv |
Gomes Filho, Francisco Vladson Cardins Moura, Alfran Sampaio |
dc.subject.por.fl_str_mv |
Pile settlements Load transfer methods Group effect Hyperbolic model |
topic |
Pile settlements Load transfer methods Group effect Hyperbolic model |
description |
When designing a foundation project, it is necessary to ensure that all the elements meet both ultimate and serviceability limit states, which call for predictions of settlement and load capacity. The load transfer methods are a widely used alternative to estimate the load-settlement ratio of piles in the design of foundation projects. However, traditional load transfer methods do not consider the interactive effects between the elements in pile groups. This study proposes changes to the load transfer curves developed by Bohn et al. (2016), aiming to incorporate the group effect in the analysis of load-settlement relationships in pile groups. Comparisons between the predicted settlements obtained using the proposed method and the results of load tests performed by Dai et al. (2012) in Jiangsu, China, showed that the modifications proposed in this study agreed well with the experimental results for most of the analyzed groups. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021 2022-10-15T19:25:38Z 2022-10-15T19:25:38Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
MOURA, Alfran Sampaio; GOMES FILHO, Francisco Vladson Cardins. Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods. Soils and Rocks, [Rio de Janeiro], v. 44, n. 2, abr./jun. 2021. DOI: https://doi.org/10.28927/SR.2021.061320 2675-5475 http://www.repositorio.ufc.br/handle/riufc/68838 |
identifier_str_mv |
MOURA, Alfran Sampaio; GOMES FILHO, Francisco Vladson Cardins. Proposal for considering the group effect in the prediction of settlements in pile groups through load transfer methods. Soils and Rocks, [Rio de Janeiro], v. 44, n. 2, abr./jun. 2021. DOI: https://doi.org/10.28927/SR.2021.061320 2675-5475 |
url |
http://www.repositorio.ufc.br/handle/riufc/68838 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Soils and Rocks |
publisher.none.fl_str_mv |
Soils and Rocks |
dc.source.none.fl_str_mv |
reponame:Repositório Institucional da Universidade Federal do Ceará (UFC) instname:Universidade Federal do Ceará (UFC) instacron:UFC |
instname_str |
Universidade Federal do Ceará (UFC) |
instacron_str |
UFC |
institution |
UFC |
reponame_str |
Repositório Institucional da Universidade Federal do Ceará (UFC) |
collection |
Repositório Institucional da Universidade Federal do Ceará (UFC) |
repository.name.fl_str_mv |
Repositório Institucional da Universidade Federal do Ceará (UFC) - Universidade Federal do Ceará (UFC) |
repository.mail.fl_str_mv |
bu@ufc.br || repositorio@ufc.br |
_version_ |
1813028961376010240 |