Effect of the porosity/cement ratio on the compression of cemented soil

Detalhes bibliográficos
Autor(a) principal: Sara Rios
Data de Publicação: 2012
Outros Autores: Antonio Viana da Fonseca, Beatrice Anne Baudet
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/10216/83442
Resumo: The compression behavior of an artificially cemented soil was analyzed by the adjusted porosity/cement index using a correlation established in the recent literature. It was found that for each value of this index, defined as the ratio of porosity to the volumetric cement content, there was a unique normal compression line (NCL). The NCLs of the cemented specimens for each adjusted porosity/cement index did not converge with the NCL of the uncemented silty sand at large stresses, but reached a line parallel to it. The NCL of the cemented sand plotted further from the NCL of the uncemented sand as the porosity/cement index decreased. DOI: 10.1061/(ASCE)GT.1943-5606.0000698. (C) 2012 American Society of Civil Engineers.
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spelling Effect of the porosity/cement ratio on the compression of cemented soilEngenharia do ambienteEnvironmental engineeringThe compression behavior of an artificially cemented soil was analyzed by the adjusted porosity/cement index using a correlation established in the recent literature. It was found that for each value of this index, defined as the ratio of porosity to the volumetric cement content, there was a unique normal compression line (NCL). The NCLs of the cemented specimens for each adjusted porosity/cement index did not converge with the NCL of the uncemented silty sand at large stresses, but reached a line parallel to it. The NCL of the cemented sand plotted further from the NCL of the uncemented sand as the porosity/cement index decreased. DOI: 10.1061/(ASCE)GT.1943-5606.0000698. (C) 2012 American Society of Civil Engineers.20122012-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/10216/83442eng1090-024110.1061/(asce)gt.1943-5606.0000698Sara RiosAntonio Viana da FonsecaBeatrice Anne Baudetinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-11-29T12:46:47Zoai:repositorio-aberto.up.pt:10216/83442Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T23:26:32.942919Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Effect of the porosity/cement ratio on the compression of cemented soil
title Effect of the porosity/cement ratio on the compression of cemented soil
spellingShingle Effect of the porosity/cement ratio on the compression of cemented soil
Sara Rios
Engenharia do ambiente
Environmental engineering
title_short Effect of the porosity/cement ratio on the compression of cemented soil
title_full Effect of the porosity/cement ratio on the compression of cemented soil
title_fullStr Effect of the porosity/cement ratio on the compression of cemented soil
title_full_unstemmed Effect of the porosity/cement ratio on the compression of cemented soil
title_sort Effect of the porosity/cement ratio on the compression of cemented soil
author Sara Rios
author_facet Sara Rios
Antonio Viana da Fonseca
Beatrice Anne Baudet
author_role author
author2 Antonio Viana da Fonseca
Beatrice Anne Baudet
author2_role author
author
dc.contributor.author.fl_str_mv Sara Rios
Antonio Viana da Fonseca
Beatrice Anne Baudet
dc.subject.por.fl_str_mv Engenharia do ambiente
Environmental engineering
topic Engenharia do ambiente
Environmental engineering
description The compression behavior of an artificially cemented soil was analyzed by the adjusted porosity/cement index using a correlation established in the recent literature. It was found that for each value of this index, defined as the ratio of porosity to the volumetric cement content, there was a unique normal compression line (NCL). The NCLs of the cemented specimens for each adjusted porosity/cement index did not converge with the NCL of the uncemented silty sand at large stresses, but reached a line parallel to it. The NCL of the cemented sand plotted further from the NCL of the uncemented sand as the porosity/cement index decreased. DOI: 10.1061/(ASCE)GT.1943-5606.0000698. (C) 2012 American Society of Civil Engineers.
publishDate 2012
dc.date.none.fl_str_mv 2012
2012-01-01T00:00:00Z
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format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://hdl.handle.net/10216/83442
url https://hdl.handle.net/10216/83442
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 1090-0241
10.1061/(asce)gt.1943-5606.0000698
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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