Prediction of Load-Settlement Curves by the DMT in an Unsaturated Tropical Soil Site

Detalhes bibliográficos
Autor(a) principal: Silva, N. M.
Data de Publicação: 2019
Outros Autores: Rocha, B. P. [UNESP], Giacheti, H. L. [UNESP]
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.28927/SR.423351
http://hdl.handle.net/11449/196550
Resumo: Several methods for prediction of the load-settlement curves of shallow foundations have been proposed based on in-situ testing data. However, the good accuracy of such prediction depends on the definition of appropriate soil stiffness. Seasonal variability and its influence on the soil behavior need to be considered for unsaturated tropical soils. In this context, this study uses a procedure to determine the complete load-settlement curves of shallow foundations by the flat dilatometer test (DMT) in an unsaturated tropical soil site, considering seasonal variability. The DMT and the plate load tests carried out at the experimental research site of the University of Sao Paulo (Sao Carlos, Brazil) are presented and discussed. It was found that the DMT is an adequate test for predicting soil stiffness, and the presented procedure allows a good estimate of the complete load-settlement curves. It was also observed that seasonal variability should be considered in the prediction of such curves for the studied site.
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spelling Prediction of Load-Settlement Curves by the DMT in an Unsaturated Tropical Soil Siteflat dilatometer test (DMT)in-situ testsload-settlement curveseasonal variabilitytropical soilsSeveral methods for prediction of the load-settlement curves of shallow foundations have been proposed based on in-situ testing data. However, the good accuracy of such prediction depends on the definition of appropriate soil stiffness. Seasonal variability and its influence on the soil behavior need to be considered for unsaturated tropical soils. In this context, this study uses a procedure to determine the complete load-settlement curves of shallow foundations by the flat dilatometer test (DMT) in an unsaturated tropical soil site, considering seasonal variability. The DMT and the plate load tests carried out at the experimental research site of the University of Sao Paulo (Sao Carlos, Brazil) are presented and discussed. It was found that the DMT is an adequate test for predicting soil stiffness, and the presented procedure allows a good estimate of the complete load-settlement curves. It was also observed that seasonal variability should be considered in the prediction of such curves for the studied site.Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)Univ Sao Paulo, Dept Geotecn, Sao Carlos, SP, BrazilUniv Estadual Paulista, Dept Engh Civil & Ambiental, Bauru, SP, BrazilUniv Estadual Paulista, Dept Engh Civil & Ambiental, Bauru, SP, BrazilFAPESP: 2015/17260-0Brazilian Soc Soil Mechanics & Geotechnical EngineeringUniversidade de São Paulo (USP)Universidade Estadual Paulista (Unesp)Silva, N. M.Rocha, B. P. [UNESP]Giacheti, H. L. [UNESP]2020-12-10T19:48:35Z2020-12-10T19:48:35Z2019-09-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article351-361http://dx.doi.org/10.28927/SR.423351Soils And Rocks. Sao Paulo: Brazilian Soc Soil Mechanics & Geotechnical Engineering, v. 42, n. 3, p. 351-361, 2019.1980-9743http://hdl.handle.net/11449/19655010.28927/SR.423351WOS:000510890700010Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengSoils And Rocksinfo:eu-repo/semantics/openAccess2021-10-23T08:05:20Zoai:repositorio.unesp.br:11449/196550Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462021-10-23T08:05:20Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Prediction of Load-Settlement Curves by the DMT in an Unsaturated Tropical Soil Site
title Prediction of Load-Settlement Curves by the DMT in an Unsaturated Tropical Soil Site
spellingShingle Prediction of Load-Settlement Curves by the DMT in an Unsaturated Tropical Soil Site
Silva, N. M.
flat dilatometer test (DMT)
in-situ tests
load-settlement curve
seasonal variability
tropical soils
title_short Prediction of Load-Settlement Curves by the DMT in an Unsaturated Tropical Soil Site
title_full Prediction of Load-Settlement Curves by the DMT in an Unsaturated Tropical Soil Site
title_fullStr Prediction of Load-Settlement Curves by the DMT in an Unsaturated Tropical Soil Site
title_full_unstemmed Prediction of Load-Settlement Curves by the DMT in an Unsaturated Tropical Soil Site
title_sort Prediction of Load-Settlement Curves by the DMT in an Unsaturated Tropical Soil Site
author Silva, N. M.
author_facet Silva, N. M.
Rocha, B. P. [UNESP]
Giacheti, H. L. [UNESP]
author_role author
author2 Rocha, B. P. [UNESP]
Giacheti, H. L. [UNESP]
author2_role author
author
dc.contributor.none.fl_str_mv Universidade de São Paulo (USP)
Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Silva, N. M.
Rocha, B. P. [UNESP]
Giacheti, H. L. [UNESP]
dc.subject.por.fl_str_mv flat dilatometer test (DMT)
in-situ tests
load-settlement curve
seasonal variability
tropical soils
topic flat dilatometer test (DMT)
in-situ tests
load-settlement curve
seasonal variability
tropical soils
description Several methods for prediction of the load-settlement curves of shallow foundations have been proposed based on in-situ testing data. However, the good accuracy of such prediction depends on the definition of appropriate soil stiffness. Seasonal variability and its influence on the soil behavior need to be considered for unsaturated tropical soils. In this context, this study uses a procedure to determine the complete load-settlement curves of shallow foundations by the flat dilatometer test (DMT) in an unsaturated tropical soil site, considering seasonal variability. The DMT and the plate load tests carried out at the experimental research site of the University of Sao Paulo (Sao Carlos, Brazil) are presented and discussed. It was found that the DMT is an adequate test for predicting soil stiffness, and the presented procedure allows a good estimate of the complete load-settlement curves. It was also observed that seasonal variability should be considered in the prediction of such curves for the studied site.
publishDate 2019
dc.date.none.fl_str_mv 2019-09-01
2020-12-10T19:48:35Z
2020-12-10T19:48:35Z
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 http://dx.doi.org/10.28927/SR.423351
Soils And Rocks. Sao Paulo: Brazilian Soc Soil Mechanics & Geotechnical Engineering, v. 42, n. 3, p. 351-361, 2019.
1980-9743
http://hdl.handle.net/11449/196550
10.28927/SR.423351
WOS:000510890700010
url http://dx.doi.org/10.28927/SR.423351
http://hdl.handle.net/11449/196550
identifier_str_mv Soils And Rocks. Sao Paulo: Brazilian Soc Soil Mechanics & Geotechnical Engineering, v. 42, n. 3, p. 351-361, 2019.
1980-9743
10.28927/SR.423351
WOS:000510890700010
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Soils And Rocks
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 351-361
dc.publisher.none.fl_str_mv Brazilian Soc Soil Mechanics & Geotechnical Engineering
publisher.none.fl_str_mv Brazilian Soc Soil Mechanics & Geotechnical Engineering
dc.source.none.fl_str_mv Web of Science
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
_version_ 1799965446994132992