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

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 o...

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Principais autores: Anjos, Marcos Alyssandro Soares dos, Martinelli, Antonio Eduardo, Melo, Dulce Maria de Araújo
Formato: article
Idioma:English
Publicado em: Elsevier
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Endereço do item:https://repositorio.ufrn.br/handle/123456789/31733
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spelling ri-123456789-317332021-09-14T14:50:45Z Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure Anjos, Marcos Alyssandro Soares dos Martinelli, Antonio Eduardo Melo, Dulce Maria de Araújo Sugarcane biomass waste Portland cement High temperature high pressure curing Hydration products X-ray diffraction 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 2021-03-08T17:14:05Z 2021-03-08T17:14:05Z 2011-11-25 article 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 https://repositorio.ufrn.br/handle/123456789/31733 10.1016/j.msea.2011.08.056 en Attribution 3.0 Brazil http://creativecommons.org/licenses/by/3.0/br/ application/pdf Elsevier
institution Repositório Institucional
collection RI - UFRN
language English
topic Sugarcane biomass waste
Portland cement
High temperature high pressure curing
Hydration products
X-ray diffraction
spellingShingle Sugarcane biomass waste
Portland cement
High temperature high pressure curing
Hydration products
X-ray diffraction
Anjos, Marcos Alyssandro Soares dos
Martinelli, Antonio Eduardo
Melo, Dulce Maria de Araújo
Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure
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
format article
author Anjos, Marcos Alyssandro Soares dos
Martinelli, Antonio Eduardo
Melo, Dulce Maria de Araújo
author_facet Anjos, Marcos Alyssandro Soares dos
Martinelli, Antonio Eduardo
Melo, Dulce Maria de Araújo
author_sort Anjos, Marcos Alyssandro Soares dos
title Effect of sugarcane biomass waste in cement slurries submitted to high temperature and pressure
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
publisher Elsevier
publishDate 2021
url https://repositorio.ufrn.br/handle/123456789/31733
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AT martinelliantonioeduardo effectofsugarcanebiomasswasteincementslurriessubmittedtohightemperatureandpressure
AT melodulcemariadearaujo effectofsugarcanebiomasswasteincementslurriessubmittedtohightemperatureandpressure
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