Drained and undrained behavior of an aeolian sand from Natal, Brazil

Detalhes bibliográficos
Autor(a) principal: Souza Júnior, Paulo Leite de
Data de Publicação: 2020
Outros Autores: Santos Júnior, Olavo Francisco dos, Fontoura, Tahyara Barbalho, Freitas Neto, Osvaldo de
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFRN
Texto Completo: https://repositorio.ufrn.br/handle/123456789/30534
Resumo: The behavior of sands subjected to diverse loading conditions has been the object of many studies in recent decades. Constitutive models that are able to simulate the behavior of sands have been developed based on critical state theory. Researchers have shown that the defining parameters of the critical state line (CSL) can be obtained by performing drained and undrained tests on samples with different initial densities. This work aims to verify the drained and undrained behavior of aeolian sand from Natal, Brazil, based on critical state soil mechanics. Drained and undrained tests were performed on samples with initial void ratios equal to 0.7 and 0.8, which correspond to loose and medium-dense relative densities, respectively. Samples with both void ratios were subjected to confining stresses equal to 50, 100, 200 and 300 kPa. The results show that the critical state line can be defined from the drained and undrained tests performed on samples with loose and medium-dense initial relative densities. The parameters from the critical state theory were obtained using projections on the planes p’- q and lnp’ - v. The critical state friction angle is equal to 31.5°, and it is compatible with clean and uniformly graded sands with angular to subangular features and composed mostly of quartz. The obtained M, and values are equal to 1.26, 1.863 and 0.03, respectively. The obtained parameters will be used in analyses and numerical simulations of the geotechnical structures built on aeolian dune deposits from the city of Natal, Brazil
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spelling Souza Júnior, Paulo Leite deSantos Júnior, Olavo Francisco dosFontoura, Tahyara BarbalhoFreitas Neto, Osvaldo de2020-11-09T17:42:34Z2020-11-09T17:42:34Z2020-06SOUZA JUNIOR, P. L.; SANTOS JÚNIOR, O. F.; FONTOURA, T. B. ; FREITAS NETO, O. . Drained and Undrained Behavior of an Aeolian Sand from Natal, Brazil. Soils and Rocks, v. 43, p. 263-270, 2020. Disponível em: https://www.soilsandrocks.com/site/. Acesso em: 27 out. 2020. DOI: 10.28927/SR.432263https://repositorio.ufrn.br/handle/123456789/3053410.28927/SR.432263Brazilian Association for Soil Mechanics and Geotechnical EngineeringSteady stateTriaxial testcritical friction angleCritical stateDune sandLoose sandDrained and undrained behavior of an aeolian sand from Natal, Brazilinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleThe behavior of sands subjected to diverse loading conditions has been the object of many studies in recent decades. Constitutive models that are able to simulate the behavior of sands have been developed based on critical state theory. Researchers have shown that the defining parameters of the critical state line (CSL) can be obtained by performing drained and undrained tests on samples with different initial densities. This work aims to verify the drained and undrained behavior of aeolian sand from Natal, Brazil, based on critical state soil mechanics. Drained and undrained tests were performed on samples with initial void ratios equal to 0.7 and 0.8, which correspond to loose and medium-dense relative densities, respectively. Samples with both void ratios were subjected to confining stresses equal to 50, 100, 200 and 300 kPa. The results show that the critical state line can be defined from the drained and undrained tests performed on samples with loose and medium-dense initial relative densities. The parameters from the critical state theory were obtained using projections on the planes p’- q and lnp’ - v. The critical state friction angle is equal to 31.5°, and it is compatible with clean and uniformly graded sands with angular to subangular features and composed mostly of quartz. The obtained M, and values are equal to 1.26, 1.863 and 0.03, respectively. The obtained parameters will be used in analyses and numerical simulations of the geotechnical structures built on aeolian dune deposits from the city of Natal, Brazilengreponame:Repositório Institucional da UFRNinstname:Universidade Federal do Rio Grande do Norte (UFRN)instacron:UFRNinfo:eu-repo/semantics/openAccessORIGINALDrainedAndUndrainedBehavior_SantosJunior_2020.pdfDrainedAndUndrainedBehavior_SantosJunior_2020.pdfapplication/pdf2998249https://repositorio.ufrn.br/bitstream/123456789/30534/1/DrainedAndUndrainedBehavior_SantosJunior_2020.pdfad9c1faec00fb46c12d9c10c2aa48353MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81484https://repositorio.ufrn.br/bitstream/123456789/30534/2/license.txte9597aa2854d128fd968be5edc8a28d9MD52TEXTDrainedAndUndrainedBehavior_SantosJunior_2020.pdf.txtDrainedAndUndrainedBehavior_SantosJunior_2020.pdf.txtExtracted texttext/plain23912https://repositorio.ufrn.br/bitstream/123456789/30534/3/DrainedAndUndrainedBehavior_SantosJunior_2020.pdf.txt8c825caff1cceadfe8bcdcbf5e2b3481MD53THUMBNAILDrainedAndUndrainedBehavior_SantosJunior_2020.pdf.jpgDrainedAndUndrainedBehavior_SantosJunior_2020.pdf.jpgGenerated Thumbnailimage/jpeg1730https://repositorio.ufrn.br/bitstream/123456789/30534/4/DrainedAndUndrainedBehavior_SantosJunior_2020.pdf.jpg2191f68785a23799e42bf4add6035644MD54123456789/305342020-11-15 05:07:02.421oai:https://repositorio.ufrn.br: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Repositório de PublicaçõesPUBhttp://repositorio.ufrn.br/oai/opendoar:2020-11-15T08:07:02Repositório Institucional da UFRN - Universidade Federal do Rio Grande do Norte (UFRN)false
dc.title.pt_BR.fl_str_mv Drained and undrained behavior of an aeolian sand from Natal, Brazil
title Drained and undrained behavior of an aeolian sand from Natal, Brazil
spellingShingle Drained and undrained behavior of an aeolian sand from Natal, Brazil
Souza Júnior, Paulo Leite de
Steady state
Triaxial test
critical friction angle
Critical state
Dune sand
Loose sand
title_short Drained and undrained behavior of an aeolian sand from Natal, Brazil
title_full Drained and undrained behavior of an aeolian sand from Natal, Brazil
title_fullStr Drained and undrained behavior of an aeolian sand from Natal, Brazil
title_full_unstemmed Drained and undrained behavior of an aeolian sand from Natal, Brazil
title_sort Drained and undrained behavior of an aeolian sand from Natal, Brazil
author Souza Júnior, Paulo Leite de
author_facet Souza Júnior, Paulo Leite de
Santos Júnior, Olavo Francisco dos
Fontoura, Tahyara Barbalho
Freitas Neto, Osvaldo de
author_role author
author2 Santos Júnior, Olavo Francisco dos
Fontoura, Tahyara Barbalho
Freitas Neto, Osvaldo de
author2_role author
author
author
dc.contributor.author.fl_str_mv Souza Júnior, Paulo Leite de
Santos Júnior, Olavo Francisco dos
Fontoura, Tahyara Barbalho
Freitas Neto, Osvaldo de
dc.subject.por.fl_str_mv Steady state
Triaxial test
critical friction angle
Critical state
Dune sand
Loose sand
topic Steady state
Triaxial test
critical friction angle
Critical state
Dune sand
Loose sand
description The behavior of sands subjected to diverse loading conditions has been the object of many studies in recent decades. Constitutive models that are able to simulate the behavior of sands have been developed based on critical state theory. Researchers have shown that the defining parameters of the critical state line (CSL) can be obtained by performing drained and undrained tests on samples with different initial densities. This work aims to verify the drained and undrained behavior of aeolian sand from Natal, Brazil, based on critical state soil mechanics. Drained and undrained tests were performed on samples with initial void ratios equal to 0.7 and 0.8, which correspond to loose and medium-dense relative densities, respectively. Samples with both void ratios were subjected to confining stresses equal to 50, 100, 200 and 300 kPa. The results show that the critical state line can be defined from the drained and undrained tests performed on samples with loose and medium-dense initial relative densities. The parameters from the critical state theory were obtained using projections on the planes p’- q and lnp’ - v. The critical state friction angle is equal to 31.5°, and it is compatible with clean and uniformly graded sands with angular to subangular features and composed mostly of quartz. The obtained M, and values are equal to 1.26, 1.863 and 0.03, respectively. The obtained parameters will be used in analyses and numerical simulations of the geotechnical structures built on aeolian dune deposits from the city of Natal, Brazil
publishDate 2020
dc.date.accessioned.fl_str_mv 2020-11-09T17:42:34Z
dc.date.available.fl_str_mv 2020-11-09T17:42:34Z
dc.date.issued.fl_str_mv 2020-06
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.citation.fl_str_mv SOUZA JUNIOR, P. L.; SANTOS JÚNIOR, O. F.; FONTOURA, T. B. ; FREITAS NETO, O. . Drained and Undrained Behavior of an Aeolian Sand from Natal, Brazil. Soils and Rocks, v. 43, p. 263-270, 2020. Disponível em: https://www.soilsandrocks.com/site/. Acesso em: 27 out. 2020. DOI: 10.28927/SR.432263
dc.identifier.uri.fl_str_mv https://repositorio.ufrn.br/handle/123456789/30534
dc.identifier.doi.none.fl_str_mv 10.28927/SR.432263
identifier_str_mv SOUZA JUNIOR, P. L.; SANTOS JÚNIOR, O. F.; FONTOURA, T. B. ; FREITAS NETO, O. . Drained and Undrained Behavior of an Aeolian Sand from Natal, Brazil. Soils and Rocks, v. 43, p. 263-270, 2020. Disponível em: https://www.soilsandrocks.com/site/. Acesso em: 27 out. 2020. DOI: 10.28927/SR.432263
10.28927/SR.432263
url https://repositorio.ufrn.br/handle/123456789/30534
dc.language.iso.fl_str_mv eng
language eng
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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dc.publisher.none.fl_str_mv Brazilian Association for Soil Mechanics and Geotechnical Engineering
publisher.none.fl_str_mv Brazilian Association for Soil Mechanics and Geotechnical Engineering
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFRN
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