Avaliação da durabilidade de argamassas e pastas de cimentos do tipo Portland preparados com um clínquer contendo resíduo de bauxita como matéria-prima
Autor(a) principal: | |
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Data de Publicação: | 2012 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Repositório Institucional da UFSCAR |
Texto Completo: | https://repositorio.ufscar.br/handle/ufscar/878 |
Resumo: | The structures of Portland cement are frequently exposed to aggressive environments, which can lead to their degradation. Thus, the study of durability is very important to avoid damages caused by early failures as well as spending on repairs. In this work, the durability of mortars and pastes prepared with a Portland cement containing bauxite residue (BR) as raw material was evaluated and Brazilian commercial cements CPV-ARI and CPII-Z 32 were used as references. Tests were also performed with addition of silica fume to the synthesized cement. The strength and the hydration products after 28 days of cure were evaluated, as well as the chemical, strength and microstructural changes of mortars and pastes subjected to Na2SO4 attack. Acidic attacks using HCl and H2SO4 and leaching tests using distillated water were also carried out. The results showed that the synthesized cement presented a NaC3A phase, which was more resistant to Na2SO4 attack. The uniaxial compressive strength of the mortar prepared with the synthesized cement after curing for 28 days was 39 MPa, and increased to 54 MPa with the addition of silica fume. However, there were some weaknesses in the hydrated structure, such as a large amount of portlandite and high porosity of mortars. The addition of silica fume could overcome these problems and also improved the mortars resistance to acidic and sulfate attacks. The leaching tests showed that sodium was the most leached element from the synthesized cement mortars. The addition of silica fume was also positive in this case, since it strongly reduced the sodium reactivity. Among the elements that could be detected, there were no excess of toxic ones leached from the synthesized cement mortars, which suggests that the BR incorporation would not damage the environment or public health safety. |
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Balbino, Thiago Gabriel FerreiraRodrigues, José de Anchietahttp://genos.cnpq.br:12010/dwlattes/owa/prc_imp_cv_int?f_cod=K4783623T3http://lattes.cnpq.br/94328725031511324139941b-e8a9-42a6-97a0-13f84d17dbe72016-06-02T19:12:23Z2012-10-182016-06-02T19:12:23Z2012-08-07BALBINO, Thiago Gabriel Ferreira. Evaluation of durability of Portland cement mortars and pastes prepared with a clinker that contains bauxite residue as raw material. 2012. 118 f. Dissertação (Mestrado em Ciências Exatas e da Terra) - Universidade Federal de São Carlos, São Carlos, 2012.https://repositorio.ufscar.br/handle/ufscar/878The structures of Portland cement are frequently exposed to aggressive environments, which can lead to their degradation. Thus, the study of durability is very important to avoid damages caused by early failures as well as spending on repairs. In this work, the durability of mortars and pastes prepared with a Portland cement containing bauxite residue (BR) as raw material was evaluated and Brazilian commercial cements CPV-ARI and CPII-Z 32 were used as references. Tests were also performed with addition of silica fume to the synthesized cement. The strength and the hydration products after 28 days of cure were evaluated, as well as the chemical, strength and microstructural changes of mortars and pastes subjected to Na2SO4 attack. Acidic attacks using HCl and H2SO4 and leaching tests using distillated water were also carried out. The results showed that the synthesized cement presented a NaC3A phase, which was more resistant to Na2SO4 attack. The uniaxial compressive strength of the mortar prepared with the synthesized cement after curing for 28 days was 39 MPa, and increased to 54 MPa with the addition of silica fume. However, there were some weaknesses in the hydrated structure, such as a large amount of portlandite and high porosity of mortars. The addition of silica fume could overcome these problems and also improved the mortars resistance to acidic and sulfate attacks. The leaching tests showed that sodium was the most leached element from the synthesized cement mortars. The addition of silica fume was also positive in this case, since it strongly reduced the sodium reactivity. Among the elements that could be detected, there were no excess of toxic ones leached from the synthesized cement mortars, which suggests that the BR incorporation would not damage the environment or public health safety.As estruturas de cimento Portland estão usualmente expostas a ambientes agressivos que podem levar a sua degradação. Assim, o estudo da durabilidade é muito importante para se evitar danos por falhas prematuras e gastos com reparos. Neste trabalho, foi avaliada a durabilidade de pastas e argamassas de um cimento Portland sintetizado com resíduo de bauxita (RB) como matéria-prima, utilizando-se como referências dois cimentos comerciais brasileiros CPV-ARI e CPII-Z 32. Os ensaios também foram realizados com adição de microssílica ao cimento sintetizado. Foram avaliados a resistência mecânica e os produtos de hidratação após 28 dias de cura, bem como as transformações químicas, mecânicas e microestruturais de argamassas e pastas submetidas ao ataque por Na2SO4. Foram avaliados também o ataque ácido, por HCl e H2SO4 e a lixiviação por água destilada. Os resultados mostraram que o cimento sintetizado apresentou uma fase NaC3A, que se mostrou mais resistente ao ataque por Na2SO4. A resistência à compressão uniaxial da argamassa preparada com o cimento sintetizado após 28 dias de cura foi 39 MPa e, com a adição de microssílica, aumentou para 54 MPa. No entanto, houve algumas deficiências na estrutura hidratada, como alto teor de portlandita e maior porosidade aparente. A adição de microssílica pôde sanar esses problemas e ainda melhorou o desempenho das argamassas frente aos dois ácidos e ao ataque por sulfato. Os ensaios de lixiviação mostraram que o elemento lixiviado pelas argamassas dos cimentos sintetizados, em maior quantidade, foi o sódio, devido ao seu alto teor no RB. A adição de microssílica também foi benéfica neste caso, pois diminuiu a reatividade do sódio. Dentre os elementos que puderam ser analisados, não se observou a liberação de componentes tóxicos em excesso pelas argamassas dos cimentos sintetizados, indicando que a incorporação do RB não causaria danos ao meio ambiente ou à saúde pública.Financiadora de Estudos e Projetosapplication/pdfporUniversidade Federal de São CarlosPrograma de Pós-Graduação em Ciência e Engenharia de Materiais - PPGCEMUFSCarBRCimentoDurabilidadeCimento PortlandResíduo de bauxitaENGENHARIAS::ENGENHARIA DE MATERIAIS E METALURGICAAvaliação da durabilidade de argamassas e pastas de cimentos do tipo Portland preparados com um clínquer contendo resíduo de bauxita como matéria-primaEvaluation of durability of Portland cement mortars and pastes prepared with a clinker that contains bauxite residue as raw materialinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesis-1-1eeac44e3-9996-464a-9f4c-724ff89d3f23info:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFSCARinstname:Universidade Federal de São Carlos (UFSCAR)instacron:UFSCARORIGINAL4603.pdfapplication/pdf4986009https://repositorio.ufscar.br/bitstream/ufscar/878/1/4603.pdfa36a5071413a94b0bec67b98dfad69f6MD51TEXT4603.pdf.txt4603.pdf.txtExtracted texttext/plain0https://repositorio.ufscar.br/bitstream/ufscar/878/2/4603.pdf.txtd41d8cd98f00b204e9800998ecf8427eMD52THUMBNAIL4603.pdf.jpg4603.pdf.jpgIM Thumbnailimage/jpeg6815https://repositorio.ufscar.br/bitstream/ufscar/878/3/4603.pdf.jpg40f1355d9249c4bce7c6f6604f970981MD53ufscar/8782023-09-18 18:31:28.171oai:repositorio.ufscar.br:ufscar/878Repositório InstitucionalPUBhttps://repositorio.ufscar.br/oai/requestopendoar:43222023-09-18T18:31:28Repositório Institucional da UFSCAR - Universidade Federal de São Carlos (UFSCAR)false |
dc.title.por.fl_str_mv |
Avaliação da durabilidade de argamassas e pastas de cimentos do tipo Portland preparados com um clínquer contendo resíduo de bauxita como matéria-prima |
dc.title.alternative.eng.fl_str_mv |
Evaluation of durability of Portland cement mortars and pastes prepared with a clinker that contains bauxite residue as raw material |
title |
Avaliação da durabilidade de argamassas e pastas de cimentos do tipo Portland preparados com um clínquer contendo resíduo de bauxita como matéria-prima |
spellingShingle |
Avaliação da durabilidade de argamassas e pastas de cimentos do tipo Portland preparados com um clínquer contendo resíduo de bauxita como matéria-prima Balbino, Thiago Gabriel Ferreira Cimento Durabilidade Cimento Portland Resíduo de bauxita ENGENHARIAS::ENGENHARIA DE MATERIAIS E METALURGICA |
title_short |
Avaliação da durabilidade de argamassas e pastas de cimentos do tipo Portland preparados com um clínquer contendo resíduo de bauxita como matéria-prima |
title_full |
Avaliação da durabilidade de argamassas e pastas de cimentos do tipo Portland preparados com um clínquer contendo resíduo de bauxita como matéria-prima |
title_fullStr |
Avaliação da durabilidade de argamassas e pastas de cimentos do tipo Portland preparados com um clínquer contendo resíduo de bauxita como matéria-prima |
title_full_unstemmed |
Avaliação da durabilidade de argamassas e pastas de cimentos do tipo Portland preparados com um clínquer contendo resíduo de bauxita como matéria-prima |
title_sort |
Avaliação da durabilidade de argamassas e pastas de cimentos do tipo Portland preparados com um clínquer contendo resíduo de bauxita como matéria-prima |
author |
Balbino, Thiago Gabriel Ferreira |
author_facet |
Balbino, Thiago Gabriel Ferreira |
author_role |
author |
dc.contributor.authorlattes.por.fl_str_mv |
http://lattes.cnpq.br/9432872503151132 |
dc.contributor.author.fl_str_mv |
Balbino, Thiago Gabriel Ferreira |
dc.contributor.advisor1.fl_str_mv |
Rodrigues, José de Anchieta |
dc.contributor.advisor1Lattes.fl_str_mv |
http://genos.cnpq.br:12010/dwlattes/owa/prc_imp_cv_int?f_cod=K4783623T3 |
dc.contributor.authorID.fl_str_mv |
4139941b-e8a9-42a6-97a0-13f84d17dbe7 |
contributor_str_mv |
Rodrigues, José de Anchieta |
dc.subject.por.fl_str_mv |
Cimento Durabilidade Cimento Portland Resíduo de bauxita |
topic |
Cimento Durabilidade Cimento Portland Resíduo de bauxita ENGENHARIAS::ENGENHARIA DE MATERIAIS E METALURGICA |
dc.subject.cnpq.fl_str_mv |
ENGENHARIAS::ENGENHARIA DE MATERIAIS E METALURGICA |
description |
The structures of Portland cement are frequently exposed to aggressive environments, which can lead to their degradation. Thus, the study of durability is very important to avoid damages caused by early failures as well as spending on repairs. In this work, the durability of mortars and pastes prepared with a Portland cement containing bauxite residue (BR) as raw material was evaluated and Brazilian commercial cements CPV-ARI and CPII-Z 32 were used as references. Tests were also performed with addition of silica fume to the synthesized cement. The strength and the hydration products after 28 days of cure were evaluated, as well as the chemical, strength and microstructural changes of mortars and pastes subjected to Na2SO4 attack. Acidic attacks using HCl and H2SO4 and leaching tests using distillated water were also carried out. The results showed that the synthesized cement presented a NaC3A phase, which was more resistant to Na2SO4 attack. The uniaxial compressive strength of the mortar prepared with the synthesized cement after curing for 28 days was 39 MPa, and increased to 54 MPa with the addition of silica fume. However, there were some weaknesses in the hydrated structure, such as a large amount of portlandite and high porosity of mortars. The addition of silica fume could overcome these problems and also improved the mortars resistance to acidic and sulfate attacks. The leaching tests showed that sodium was the most leached element from the synthesized cement mortars. The addition of silica fume was also positive in this case, since it strongly reduced the sodium reactivity. Among the elements that could be detected, there were no excess of toxic ones leached from the synthesized cement mortars, which suggests that the BR incorporation would not damage the environment or public health safety. |
publishDate |
2012 |
dc.date.available.fl_str_mv |
2012-10-18 2016-06-02T19:12:23Z |
dc.date.issued.fl_str_mv |
2012-08-07 |
dc.date.accessioned.fl_str_mv |
2016-06-02T19:12:23Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/masterThesis |
format |
masterThesis |
status_str |
publishedVersion |
dc.identifier.citation.fl_str_mv |
BALBINO, Thiago Gabriel Ferreira. Evaluation of durability of Portland cement mortars and pastes prepared with a clinker that contains bauxite residue as raw material. 2012. 118 f. Dissertação (Mestrado em Ciências Exatas e da Terra) - Universidade Federal de São Carlos, São Carlos, 2012. |
dc.identifier.uri.fl_str_mv |
https://repositorio.ufscar.br/handle/ufscar/878 |
identifier_str_mv |
BALBINO, Thiago Gabriel Ferreira. Evaluation of durability of Portland cement mortars and pastes prepared with a clinker that contains bauxite residue as raw material. 2012. 118 f. Dissertação (Mestrado em Ciências Exatas e da Terra) - Universidade Federal de São Carlos, São Carlos, 2012. |
url |
https://repositorio.ufscar.br/handle/ufscar/878 |
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por |
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por |
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eeac44e3-9996-464a-9f4c-724ff89d3f23 |
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info:eu-repo/semantics/openAccess |
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openAccess |
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application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal de São Carlos |
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Programa de Pós-Graduação em Ciência e Engenharia de Materiais - PPGCEM |
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UFSCar |
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BR |
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Universidade Federal de São Carlos |
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