Geotechnical properties of some kaolinite-rich Brazilian Vertisols

Detalhes bibliográficos
Autor(a) principal: Barbosa, Gustavo Magalhães Nunes
Data de Publicação: 2021
Outros Autores: Marques, Eduardo Antonio Gomes, Ker, João Carlos, Assis, Igor Rodrigues de, Cunha, Tony Jarbas Ferreira, Souza, Luciano da Silva
Tipo de documento: Artigo
Idioma: eng
Título da fonte: LOCUS Repositório Institucional da UFV
Texto Completo: https://locus.ufv.br//handle/123456789/29727
Resumo: Vertisols presenting kaolinite codominance or prevalence were already reported in several countries worldwide. However, the literature has few studies focused on investigating the influence of this clay mineral in soil geotechnical behavior. This study aimed to carry out the characterization of Vertisols in Bahia State, Brazil, to understand the influence of physical, chemical, and mineralogical properties on their geotechnical behavior, as these soils have high natural fertility and have been used for agricultural activity, but with great risk due to their physical and geotechnical properties. Six Vertisols were selected, three located in Juazeiro County (Semiarid region) and the other three in Recôncavo region. Geotechnical characterization of selected soils was carried out in their respective diagnostic horizons by determining properties such as granulometric curve, Atterberg limits, clay activity, linear expansion coefficient, compaction capacity, cohesion (c), and internal friction angle (φ) of saturated soils. Soil expansion potential was associated with expansive clay contents and clay content in each soil sample. The best soil compaction efficiency was observed for kaolinitic Vertisol, which presented greater void ratio reduction and higher density due to moisture increase. In addition, c increased as kaolinite content also increased and decreased as clay content increased in soils presenting similar mineralogy. On the other hand, φ was influenced mainly by granulometry since higher sand and gravel levels enabled higher φ, regardless of clay type.
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spelling Barbosa, Gustavo Magalhães NunesMarques, Eduardo Antonio GomesKer, João CarlosAssis, Igor Rodrigues deCunha, Tony Jarbas FerreiraSouza, Luciano da Silva2022-08-19T13:30:36Z2022-08-19T13:30:36Z2021-05-28Barbosa GMN, Marques EAG, Ker JC, Assis IR, Cunha TJF, Souza LS. Geotechnical properties of some kaolinite-rich Brazilian Vertisols. Rev Bras Cienc Solo. 2021;45:e0210022.1806-9657https://locus.ufv.br//handle/123456789/29727Vertisols presenting kaolinite codominance or prevalence were already reported in several countries worldwide. However, the literature has few studies focused on investigating the influence of this clay mineral in soil geotechnical behavior. This study aimed to carry out the characterization of Vertisols in Bahia State, Brazil, to understand the influence of physical, chemical, and mineralogical properties on their geotechnical behavior, as these soils have high natural fertility and have been used for agricultural activity, but with great risk due to their physical and geotechnical properties. Six Vertisols were selected, three located in Juazeiro County (Semiarid region) and the other three in Recôncavo region. Geotechnical characterization of selected soils was carried out in their respective diagnostic horizons by determining properties such as granulometric curve, Atterberg limits, clay activity, linear expansion coefficient, compaction capacity, cohesion (c), and internal friction angle (φ) of saturated soils. Soil expansion potential was associated with expansive clay contents and clay content in each soil sample. The best soil compaction efficiency was observed for kaolinitic Vertisol, which presented greater void ratio reduction and higher density due to moisture increase. In addition, c increased as kaolinite content also increased and decreased as clay content increased in soils presenting similar mineralogy. On the other hand, φ was influenced mainly by granulometry since higher sand and gravel levels enabled higher φ, regardless of clay type.engSociedade Brasileira de Ciência do SoloVol. 45, 2021.Creative Commons Attribution Licenseinfo:eu-repo/semantics/openAccesssemiaridkaoliniteexpansive soilsVertissoloGeotechnical properties of some kaolinite-rich Brazilian Vertisolsinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlereponame:LOCUS Repositório Institucional da UFVinstname:Universidade Federal de Viçosa (UFV)instacron:UFVORIGINALartigo.pdfartigo.pdfTexto completoapplication/pdf1944863https://locus.ufv.br//bitstream/123456789/29727/1/artigo.pdf3298d0016853c885a45d9553d5e5a54bMD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://locus.ufv.br//bitstream/123456789/29727/2/license.txt8a4605be74aa9ea9d79846c1fba20a33MD52123456789/297272022-08-19 10:31:02.84oai:locus.ufv.br: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Repositório InstitucionalPUBhttps://www.locus.ufv.br/oai/requestfabiojreis@ufv.bropendoar:21452022-08-19T13:31:02LOCUS Repositório Institucional da UFV - Universidade Federal de Viçosa (UFV)false
dc.title.en.fl_str_mv Geotechnical properties of some kaolinite-rich Brazilian Vertisols
title Geotechnical properties of some kaolinite-rich Brazilian Vertisols
spellingShingle Geotechnical properties of some kaolinite-rich Brazilian Vertisols
Barbosa, Gustavo Magalhães Nunes
semiarid
kaolinite
expansive soils
Vertissolo
title_short Geotechnical properties of some kaolinite-rich Brazilian Vertisols
title_full Geotechnical properties of some kaolinite-rich Brazilian Vertisols
title_fullStr Geotechnical properties of some kaolinite-rich Brazilian Vertisols
title_full_unstemmed Geotechnical properties of some kaolinite-rich Brazilian Vertisols
title_sort Geotechnical properties of some kaolinite-rich Brazilian Vertisols
author Barbosa, Gustavo Magalhães Nunes
author_facet Barbosa, Gustavo Magalhães Nunes
Marques, Eduardo Antonio Gomes
Ker, João Carlos
Assis, Igor Rodrigues de
Cunha, Tony Jarbas Ferreira
Souza, Luciano da Silva
author_role author
author2 Marques, Eduardo Antonio Gomes
Ker, João Carlos
Assis, Igor Rodrigues de
Cunha, Tony Jarbas Ferreira
Souza, Luciano da Silva
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv Barbosa, Gustavo Magalhães Nunes
Marques, Eduardo Antonio Gomes
Ker, João Carlos
Assis, Igor Rodrigues de
Cunha, Tony Jarbas Ferreira
Souza, Luciano da Silva
dc.subject.eng.fl_str_mv semiarid
kaolinite
expansive soils
Vertissolo
topic semiarid
kaolinite
expansive soils
Vertissolo
description Vertisols presenting kaolinite codominance or prevalence were already reported in several countries worldwide. However, the literature has few studies focused on investigating the influence of this clay mineral in soil geotechnical behavior. This study aimed to carry out the characterization of Vertisols in Bahia State, Brazil, to understand the influence of physical, chemical, and mineralogical properties on their geotechnical behavior, as these soils have high natural fertility and have been used for agricultural activity, but with great risk due to their physical and geotechnical properties. Six Vertisols were selected, three located in Juazeiro County (Semiarid region) and the other three in Recôncavo region. Geotechnical characterization of selected soils was carried out in their respective diagnostic horizons by determining properties such as granulometric curve, Atterberg limits, clay activity, linear expansion coefficient, compaction capacity, cohesion (c), and internal friction angle (φ) of saturated soils. Soil expansion potential was associated with expansive clay contents and clay content in each soil sample. The best soil compaction efficiency was observed for kaolinitic Vertisol, which presented greater void ratio reduction and higher density due to moisture increase. In addition, c increased as kaolinite content also increased and decreased as clay content increased in soils presenting similar mineralogy. On the other hand, φ was influenced mainly by granulometry since higher sand and gravel levels enabled higher φ, regardless of clay type.
publishDate 2021
dc.date.issued.fl_str_mv 2021-05-28
dc.date.accessioned.fl_str_mv 2022-08-19T13:30:36Z
dc.date.available.fl_str_mv 2022-08-19T13:30:36Z
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.citation.fl_str_mv Barbosa GMN, Marques EAG, Ker JC, Assis IR, Cunha TJF, Souza LS. Geotechnical properties of some kaolinite-rich Brazilian Vertisols. Rev Bras Cienc Solo. 2021;45:e0210022.
dc.identifier.uri.fl_str_mv https://locus.ufv.br//handle/123456789/29727
dc.identifier.issn.none.fl_str_mv 1806-9657
identifier_str_mv Barbosa GMN, Marques EAG, Ker JC, Assis IR, Cunha TJF, Souza LS. Geotechnical properties of some kaolinite-rich Brazilian Vertisols. Rev Bras Cienc Solo. 2021;45:e0210022.
1806-9657
url https://locus.ufv.br//handle/123456789/29727
dc.language.iso.fl_str_mv eng
language eng
dc.relation.ispartofseries.pt-BR.fl_str_mv Vol. 45, 2021.
dc.rights.driver.fl_str_mv Creative Commons Attribution License
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rights_invalid_str_mv Creative Commons Attribution License
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Sociedade Brasileira de Ciência do Solo
publisher.none.fl_str_mv Sociedade Brasileira de Ciência do Solo
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