Criteria to assess the flow of cement-stabilised self-compacting earth

Detalhes bibliográficos
Autor(a) principal: Milani, Ana Paula Silva
Data de Publicação: 2022
Outros Autores: Ferreira, Ana Paula França
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Acta scientiarum. Technology (Online)
Texto Completo: http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/58796
Resumo: The cement-stabilised self-compacting earth (CSCE) is composed of the mixture of soil, cement, water and superplasticiser admixture and has a suitable physical-mechanical behavior for application as a construction and building material. There are no guidelines or specific standards for the characterization tests of CSCE in the fresh state. Thus, the study determined criteria to assess the flow of CSCE for application in monolithic wall. The dosage of CSCE mixtures was evaluated to achieve minimum mechanical strength for use in earthen construction; selecting the fluidity ranges of the CSCE mixtures by means of the liquid limit of soils and the linear shrinkage test, and the application of the physical tests: Slump Test, Slump Flow and Flow Table in the fresh state of CSCE mixtures. The results indicated that soils with predominant sandy or clayey characteristics are compatible to obtain a stable CSCE. The adapted Slump Flow test is recommended to assess the fluidity of CSCE and the range of 320-460 mm for the spread diameter of the mixtures is an adequate criterion for guaranteeing the occurrence of the necessary flow of the CSCE mixture without segregation and exudation in the fresh state.
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spelling Criteria to assess the flow of cement-stabilised self-compacting earthCriteria to assess the flow of cement-stabilised self-compacting earthconstruction material; sustainability; soil-cement; earthen construction.construction material; sustainability; soil-cement; earthen construction.The cement-stabilised self-compacting earth (CSCE) is composed of the mixture of soil, cement, water and superplasticiser admixture and has a suitable physical-mechanical behavior for application as a construction and building material. There are no guidelines or specific standards for the characterization tests of CSCE in the fresh state. Thus, the study determined criteria to assess the flow of CSCE for application in monolithic wall. The dosage of CSCE mixtures was evaluated to achieve minimum mechanical strength for use in earthen construction; selecting the fluidity ranges of the CSCE mixtures by means of the liquid limit of soils and the linear shrinkage test, and the application of the physical tests: Slump Test, Slump Flow and Flow Table in the fresh state of CSCE mixtures. The results indicated that soils with predominant sandy or clayey characteristics are compatible to obtain a stable CSCE. The adapted Slump Flow test is recommended to assess the fluidity of CSCE and the range of 320-460 mm for the spread diameter of the mixtures is an adequate criterion for guaranteeing the occurrence of the necessary flow of the CSCE mixture without segregation and exudation in the fresh state.The cement-stabilised self-compacting earth (CSCE) is composed of the mixture of soil, cement, water and superplasticiser admixture and has a suitable physical-mechanical behavior for application as a construction and building material. There are no guidelines or specific standards for the characterization tests of CSCE in the fresh state. Thus, the study determined criteria to assess the flow of CSCE for application in monolithic wall. The dosage of CSCE mixtures was evaluated to achieve minimum mechanical strength for use in earthen construction; selecting the fluidity ranges of the CSCE mixtures by means of the liquid limit of soils and the linear shrinkage test, and the application of the physical tests: Slump Test, Slump Flow and Flow Table in the fresh state of CSCE mixtures. The results indicated that soils with predominant sandy or clayey characteristics are compatible to obtain a stable CSCE. The adapted Slump Flow test is recommended to assess the fluidity of CSCE and the range of 320-460 mm for the spread diameter of the mixtures is an adequate criterion for guaranteeing the occurrence of the necessary flow of the CSCE mixture without segregation and exudation in the fresh state.Universidade Estadual De Maringá2022-05-25info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/5879610.4025/actascitechnol.v44i1.58796Acta Scientiarum. Technology; Vol 44 (2022): Publicação contínua; e58796Acta Scientiarum. Technology; v. 44 (2022): Publicação contínua; e587961806-25631807-8664reponame:Acta scientiarum. Technology (Online)instname:Universidade Estadual de Maringá (UEM)instacron:UEMenghttp://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/58796/751375154277Copyright (c) 2022 Acta Scientiarum. Technologyhttp://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessMilani, Ana Paula Silva Ferreira, Ana Paula França2022-06-07T11:47:29Zoai:periodicos.uem.br/ojs:article/58796Revistahttps://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/indexPUBhttps://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/oai||actatech@uem.br1807-86641806-2563opendoar:2022-06-07T11:47:29Acta scientiarum. Technology (Online) - Universidade Estadual de Maringá (UEM)false
dc.title.none.fl_str_mv Criteria to assess the flow of cement-stabilised self-compacting earth
Criteria to assess the flow of cement-stabilised self-compacting earth
title Criteria to assess the flow of cement-stabilised self-compacting earth
spellingShingle Criteria to assess the flow of cement-stabilised self-compacting earth
Milani, Ana Paula Silva
construction material; sustainability; soil-cement; earthen construction.
construction material; sustainability; soil-cement; earthen construction.
title_short Criteria to assess the flow of cement-stabilised self-compacting earth
title_full Criteria to assess the flow of cement-stabilised self-compacting earth
title_fullStr Criteria to assess the flow of cement-stabilised self-compacting earth
title_full_unstemmed Criteria to assess the flow of cement-stabilised self-compacting earth
title_sort Criteria to assess the flow of cement-stabilised self-compacting earth
author Milani, Ana Paula Silva
author_facet Milani, Ana Paula Silva
Ferreira, Ana Paula França
author_role author
author2 Ferreira, Ana Paula França
author2_role author
dc.contributor.author.fl_str_mv Milani, Ana Paula Silva
Ferreira, Ana Paula França
dc.subject.por.fl_str_mv construction material; sustainability; soil-cement; earthen construction.
construction material; sustainability; soil-cement; earthen construction.
topic construction material; sustainability; soil-cement; earthen construction.
construction material; sustainability; soil-cement; earthen construction.
description The cement-stabilised self-compacting earth (CSCE) is composed of the mixture of soil, cement, water and superplasticiser admixture and has a suitable physical-mechanical behavior for application as a construction and building material. There are no guidelines or specific standards for the characterization tests of CSCE in the fresh state. Thus, the study determined criteria to assess the flow of CSCE for application in monolithic wall. The dosage of CSCE mixtures was evaluated to achieve minimum mechanical strength for use in earthen construction; selecting the fluidity ranges of the CSCE mixtures by means of the liquid limit of soils and the linear shrinkage test, and the application of the physical tests: Slump Test, Slump Flow and Flow Table in the fresh state of CSCE mixtures. The results indicated that soils with predominant sandy or clayey characteristics are compatible to obtain a stable CSCE. The adapted Slump Flow test is recommended to assess the fluidity of CSCE and the range of 320-460 mm for the spread diameter of the mixtures is an adequate criterion for guaranteeing the occurrence of the necessary flow of the CSCE mixture without segregation and exudation in the fresh state.
publishDate 2022
dc.date.none.fl_str_mv 2022-05-25
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
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dc.identifier.uri.fl_str_mv http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/58796
10.4025/actascitechnol.v44i1.58796
url http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/58796
identifier_str_mv 10.4025/actascitechnol.v44i1.58796
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/58796/751375154277
dc.rights.driver.fl_str_mv Copyright (c) 2022 Acta Scientiarum. Technology
http://creativecommons.org/licenses/by/4.0
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2022 Acta Scientiarum. Technology
http://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 Estadual De Maringá
publisher.none.fl_str_mv Universidade Estadual De Maringá
dc.source.none.fl_str_mv Acta Scientiarum. Technology; Vol 44 (2022): Publicação contínua; e58796
Acta Scientiarum. Technology; v. 44 (2022): Publicação contínua; e58796
1806-2563
1807-8664
reponame:Acta scientiarum. Technology (Online)
instname:Universidade Estadual de Maringá (UEM)
instacron:UEM
instname_str Universidade Estadual de Maringá (UEM)
instacron_str UEM
institution UEM
reponame_str Acta scientiarum. Technology (Online)
collection Acta scientiarum. Technology (Online)
repository.name.fl_str_mv Acta scientiarum. Technology (Online) - Universidade Estadual de Maringá (UEM)
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