Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure

Detalhes bibliográficos
Autor(a) principal: Anjos, Marcos Alyssandro Soares dos
Data de Publicação: 2011
Outros Autores: Martinelli, Antonio Eduardo, Melo, Dulce Maria de Araújo
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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spelling 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
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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
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