Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure
Autor(a) principal: | |
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Data de Publicação: | 2011 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UFRN |
Texto Completo: | https://repositorio.ufrn.br/handle/123456789/31733 |
Resumo: | Cementitious materials are subjected to changes in their microstructure and mechanical behavior when submitted to high service temperatures. In the oil industry, Portland-based slurries are used where conditions imply high temperatures and high pressures, e.g., steam injection or recovery of heavy oils. The present study investigated the hydration behavior and mechanical strength of cement slurries containing sugarcane biomass waste or silica flour, submitted to high temperature and pressure cycles using a curing chamber. The slurries were initially cured for 28 days at 22 ◦C. After that, they were placed in a curing chamber for 3 days at 280 ◦C and 17.6 MPa. The results showed a decrease in the compressive strength of the slurries submitted to high temperature high pressure. The decrease in strength was less marked in the slurry containing 40% of sugarcane biomass waste, as a consequence of the formation of silica-rich phases, i.e., xonotlite and tobermorite. When the slurries were placed in the curing chamber at 280 ◦C and 6.9 MPa for 7 days (after initial curing for 14 days at 38 ◦C), the slurry containing 59% sugarcane biomass waste showed an increase in compressive strength, contrary to what was observed for all the other slurries tested |
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Anjos, Marcos Alyssandro Soares dosMartinelli, Antonio EduardoMelo, Dulce Maria de Araújo2021-03-08T17:14:05Z2021-03-08T17:14:05Z2011-11-25ANJOS, Marcos A.S. ; MARTINELLI, Antonio E. ; MELO, Dulce M.A. . Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure. Materials Science & Engineering. A, Structural Materials: properties, microstructure and processing, v. 529, p. 49-54, 2011. Disponível em: https://www.sciencedirect.com/science/article/abs/pii/S0921509311009506?via%3Dihub Acesso em: 16 nov. 2020. https://doi.org/10.1016/j.msea.2011.08.056.0921-5093https://repositorio.ufrn.br/handle/123456789/3173310.1016/j.msea.2011.08.056ElsevierAttribution 3.0 Brazilhttp://creativecommons.org/licenses/by/3.0/br/info:eu-repo/semantics/openAccessSugarcane biomass wastePortland cementHigh temperature high pressure curingHydration productsX-ray diffractionEffect of sugarcane biomass waste in cement slurries submitted to high temperature and pressureinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleCementitious materials are subjected to changes in their microstructure and mechanical behavior when submitted to high service temperatures. In the oil industry, Portland-based slurries are used where conditions imply high temperatures and high pressures, e.g., steam injection or recovery of heavy oils. The present study investigated the hydration behavior and mechanical strength of cement slurries containing sugarcane biomass waste or silica flour, submitted to high temperature and pressure cycles using a curing chamber. The slurries were initially cured for 28 days at 22 ◦C. After that, they were placed in a curing chamber for 3 days at 280 ◦C and 17.6 MPa. The results showed a decrease in the compressive strength of the slurries submitted to high temperature high pressure. The decrease in strength was less marked in the slurry containing 40% of sugarcane biomass waste, as a consequence of the formation of silica-rich phases, i.e., xonotlite and tobermorite. When the slurries were placed in the curing chamber at 280 ◦C and 6.9 MPa for 7 days (after initial curing for 14 days at 38 ◦C), the slurry containing 59% sugarcane biomass waste showed an increase in compressive strength, contrary to what was observed for all the other slurries testedengreponame:Repositório Institucional da UFRNinstname:Universidade Federal do Rio Grande do Norte (UFRN)instacron:UFRNORIGINALEffectSugarcaneBiomass_MARTINELLI_2011.pdfEffectSugarcaneBiomass_MARTINELLI_2011.pdfapplication/pdf1035589https://repositorio.ufrn.br/bitstream/123456789/31733/1/EffectSugarcaneBiomass_MARTINELLI_2011.pdf6c120105ba664f074f759f1475439002MD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8914https://repositorio.ufrn.br/bitstream/123456789/31733/2/license_rdf4d2950bda3d176f570a9f8b328dfbbefMD52LICENSElicense.txtlicense.txttext/plain; charset=utf-81484https://repositorio.ufrn.br/bitstream/123456789/31733/3/license.txte9597aa2854d128fd968be5edc8a28d9MD53TEXTEffectSugarcaneBiomass_MARTINELLI_2011.pdf.txtEffectSugarcaneBiomass_MARTINELLI_2011.pdf.txtExtracted texttext/plain24146https://repositorio.ufrn.br/bitstream/123456789/31733/4/EffectSugarcaneBiomass_MARTINELLI_2011.pdf.txt61d3907f24c6c68063e0a894756f231bMD54THUMBNAILEffectSugarcaneBiomass_MARTINELLI_2011.pdf.jpgEffectSugarcaneBiomass_MARTINELLI_2011.pdf.jpgGenerated Thumbnailimage/jpeg1726https://repositorio.ufrn.br/bitstream/123456789/31733/5/EffectSugarcaneBiomass_MARTINELLI_2011.pdf.jpg4d1e8b880219058554b95361e708f977MD55123456789/317332021-09-14 11:50:45.707oai:https://repositorio.ufrn.br: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Repositório de PublicaçõesPUBhttp://repositorio.ufrn.br/oai/opendoar:2021-09-14T14:50:45Repositório Institucional da UFRN - Universidade Federal do Rio Grande do Norte (UFRN)false |
dc.title.pt_BR.fl_str_mv |
Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure |
title |
Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure |
spellingShingle |
Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure Anjos, Marcos Alyssandro Soares dos Sugarcane biomass waste Portland cement High temperature high pressure curing Hydration products X-ray diffraction |
title_short |
Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure |
title_full |
Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure |
title_fullStr |
Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure |
title_full_unstemmed |
Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure |
title_sort |
Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure |
author |
Anjos, Marcos Alyssandro Soares dos |
author_facet |
Anjos, Marcos Alyssandro Soares dos Martinelli, Antonio Eduardo Melo, Dulce Maria de Araújo |
author_role |
author |
author2 |
Martinelli, Antonio Eduardo Melo, Dulce Maria de Araújo |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Anjos, Marcos Alyssandro Soares dos Martinelli, Antonio Eduardo Melo, Dulce Maria de Araújo |
dc.subject.por.fl_str_mv |
Sugarcane biomass waste Portland cement High temperature high pressure curing Hydration products X-ray diffraction |
topic |
Sugarcane biomass waste Portland cement High temperature high pressure curing Hydration products X-ray diffraction |
description |
Cementitious materials are subjected to changes in their microstructure and mechanical behavior when submitted to high service temperatures. In the oil industry, Portland-based slurries are used where conditions imply high temperatures and high pressures, e.g., steam injection or recovery of heavy oils. The present study investigated the hydration behavior and mechanical strength of cement slurries containing sugarcane biomass waste or silica flour, submitted to high temperature and pressure cycles using a curing chamber. The slurries were initially cured for 28 days at 22 ◦C. After that, they were placed in a curing chamber for 3 days at 280 ◦C and 17.6 MPa. The results showed a decrease in the compressive strength of the slurries submitted to high temperature high pressure. The decrease in strength was less marked in the slurry containing 40% of sugarcane biomass waste, as a consequence of the formation of silica-rich phases, i.e., xonotlite and tobermorite. When the slurries were placed in the curing chamber at 280 ◦C and 6.9 MPa for 7 days (after initial curing for 14 days at 38 ◦C), the slurry containing 59% sugarcane biomass waste showed an increase in compressive strength, contrary to what was observed for all the other slurries tested |
publishDate |
2011 |
dc.date.issued.fl_str_mv |
2011-11-25 |
dc.date.accessioned.fl_str_mv |
2021-03-08T17:14:05Z |
dc.date.available.fl_str_mv |
2021-03-08T17:14:05Z |
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 |
ANJOS, Marcos A.S. ; MARTINELLI, Antonio E. ; MELO, Dulce M.A. . Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure. Materials Science & Engineering. A, Structural Materials: properties, microstructure and processing, v. 529, p. 49-54, 2011. Disponível em: https://www.sciencedirect.com/science/article/abs/pii/S0921509311009506?via%3Dihub Acesso em: 16 nov. 2020. https://doi.org/10.1016/j.msea.2011.08.056. |
dc.identifier.uri.fl_str_mv |
https://repositorio.ufrn.br/handle/123456789/31733 |
dc.identifier.issn.none.fl_str_mv |
0921-5093 |
dc.identifier.doi.none.fl_str_mv |
10.1016/j.msea.2011.08.056 |
identifier_str_mv |
ANJOS, Marcos A.S. ; MARTINELLI, Antonio E. ; MELO, Dulce M.A. . Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure. Materials Science & Engineering. A, Structural Materials: properties, microstructure and processing, v. 529, p. 49-54, 2011. Disponível em: https://www.sciencedirect.com/science/article/abs/pii/S0921509311009506?via%3Dihub Acesso em: 16 nov. 2020. https://doi.org/10.1016/j.msea.2011.08.056. 0921-5093 10.1016/j.msea.2011.08.056 |
url |
https://repositorio.ufrn.br/handle/123456789/31733 |
dc.language.iso.fl_str_mv |
eng |
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eng |
dc.rights.driver.fl_str_mv |
Attribution 3.0 Brazil http://creativecommons.org/licenses/by/3.0/br/ info:eu-repo/semantics/openAccess |
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Attribution 3.0 Brazil http://creativecommons.org/licenses/by/3.0/br/ |
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openAccess |
dc.publisher.none.fl_str_mv |
Elsevier |
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Elsevier |
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reponame:Repositório Institucional da UFRN instname:Universidade Federal do Rio Grande do Norte (UFRN) instacron:UFRN |
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Universidade Federal do Rio Grande do Norte (UFRN) |
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UFRN |
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UFRN |
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