Effect of the porosity/cement ratio on the compression of cemented soil
Autor(a) principal: | |
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Data de Publicação: | 2012 |
Outros Autores: | , |
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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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 |
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 |
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 |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.source.none.fl_str_mv |
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
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Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
instacron_str |
RCAAP |
institution |
RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
collection |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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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1799135571685146625 |