Resistance of blended concrete containing an industrial petrochemical residue to chloride ion penetration and carbonation

In this study, the resistance of blended concrete containing catalytic cracking residue (FCC) to chloride ion penetration and carbonation was examined. FCC was added at the levels of 10%, 20%, and 30% as partial replacement for cement. Concretes with 10% of silica fume (SF), 10% of metakaolin (MK),...

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Autores:
Torres Castellanos, Nancy
Izquierdo García, Silvia
Torres Agredo, Janneth
Mejía de Gutiérrez, Ruby
Tipo de recurso:
Article of journal
Fecha de publicación:
2014
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/72668
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/72668
http://bdigital.unal.edu.co/37142/
Palabra clave:
fluid catalytic cracking
metakaolin
silica fume
pozzolanic additions
blended concrete
carbonation resistance
chloride ion penetration.
catalizador de craqueo catalítico
metacaolín
humo de sílice
adiciones puzolánicas
concreto adicionado
resistencia a carbonatación y penetración de ión cloruro.
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional
id UNACIONAL2_1abd0e6762dd521a20be2466542f3404
oai_identifier_str oai:repositorio.unal.edu.co:unal/72668
network_acronym_str UNACIONAL2
network_name_str Universidad Nacional de Colombia
repository_id_str
dc.title.spa.fl_str_mv Resistance of blended concrete containing an industrial petrochemical residue to chloride ion penetration and carbonation
title Resistance of blended concrete containing an industrial petrochemical residue to chloride ion penetration and carbonation
spellingShingle Resistance of blended concrete containing an industrial petrochemical residue to chloride ion penetration and carbonation
fluid catalytic cracking
metakaolin
silica fume
pozzolanic additions
blended concrete
carbonation resistance
chloride ion penetration.
catalizador de craqueo catalítico
metacaolín
humo de sílice
adiciones puzolánicas
concreto adicionado
resistencia a carbonatación y penetración de ión cloruro.
title_short Resistance of blended concrete containing an industrial petrochemical residue to chloride ion penetration and carbonation
title_full Resistance of blended concrete containing an industrial petrochemical residue to chloride ion penetration and carbonation
title_fullStr Resistance of blended concrete containing an industrial petrochemical residue to chloride ion penetration and carbonation
title_full_unstemmed Resistance of blended concrete containing an industrial petrochemical residue to chloride ion penetration and carbonation
title_sort Resistance of blended concrete containing an industrial petrochemical residue to chloride ion penetration and carbonation
dc.creator.fl_str_mv Torres Castellanos, Nancy
Izquierdo García, Silvia
Torres Agredo, Janneth
Mejía de Gutiérrez, Ruby
dc.contributor.author.spa.fl_str_mv Torres Castellanos, Nancy
Izquierdo García, Silvia
Torres Agredo, Janneth
Mejía de Gutiérrez, Ruby
dc.subject.proposal.spa.fl_str_mv fluid catalytic cracking
metakaolin
silica fume
pozzolanic additions
blended concrete
carbonation resistance
chloride ion penetration.
catalizador de craqueo catalítico
metacaolín
humo de sílice
adiciones puzolánicas
concreto adicionado
resistencia a carbonatación y penetración de ión cloruro.
topic fluid catalytic cracking
metakaolin
silica fume
pozzolanic additions
blended concrete
carbonation resistance
chloride ion penetration.
catalizador de craqueo catalítico
metacaolín
humo de sílice
adiciones puzolánicas
concreto adicionado
resistencia a carbonatación y penetración de ión cloruro.
description In this study, the resistance of blended concrete containing catalytic cracking residue (FCC) to chloride ion penetration and carbonation was examined. FCC was added at the levels of 10%, 20%, and 30% as partial replacement for cement. Concretes with 10% of silica fume (SF), 10% of metakaolin (MK), and without additives were evaluated as reference materials. The rapid chloride permeability test (RCPT) performed according to ASTM C1202 standards and an accelerated carbonation test in a climatic chamber under controlled conditions (23 °C, 60% RH and 4.0% CO2), were used in order to evaluate the performance of these concretes. Additionally, their compressive strength was determined. The results indicate that binary blends with 10% FCC had similar compressive strength to concrete without additives and had lower chloride permeability. 10% SF and 10% MK exhibited better mechanical behavior and a significant decrease in chloride penetration when compared to 10% FCC. It is noted that there was an increase in concrete carbonation when FCC or MK were used as additives. It was also observed that with longer curing time, the samples with and without additives, presented higher resistance to carbonation. The accelerated corrosion test by impressed voltage was also performed to verify the findings and to investigate the characteristics of corrosion using a 3.5% NaCl solution as electrolyte. The mixtures that contained 10% FCC were highly resistant to chloride ion penetration and did not present cracking within the testing period.
publishDate 2014
dc.date.issued.spa.fl_str_mv 2014-03-19
dc.date.accessioned.spa.fl_str_mv 2019-07-03T15:25:52Z
dc.date.available.spa.fl_str_mv 2019-07-03T15:25:52Z
dc.type.spa.fl_str_mv Artículo de revista
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.driver.spa.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.uri.none.fl_str_mv https://repositorio.unal.edu.co/handle/unal/72668
dc.identifier.eprints.spa.fl_str_mv http://bdigital.unal.edu.co/37142/
url https://repositorio.unal.edu.co/handle/unal/72668
http://bdigital.unal.edu.co/37142/
dc.language.iso.spa.fl_str_mv spa
language spa
dc.relation.spa.fl_str_mv http://revistas.unal.edu.co/index.php/ingeinv/article/view/38730
dc.relation.ispartof.spa.fl_str_mv Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e Investigación
Ingeniería e Investigación
dc.relation.ispartofseries.none.fl_str_mv Ingeniería e Investigación; Vol. 34, núm. 1 (2014); 11-16 Ingeniería e Investigación; Vol. 34, núm. 1 (2014); 11-16 2248-8723 0120-5609
dc.relation.references.spa.fl_str_mv Torres Castellanos, Nancy and Izquierdo García, Silvia and Torres Agredo, Janneth and Mejía de Gutiérrez, Ruby (2014) Resistance of blended concrete containing an industrial petrochemical residue to chloride ion penetration and carbonation. Ingeniería e Investigación; Vol. 34, núm. 1 (2014); 11-16 Ingeniería e Investigación; Vol. 34, núm. 1 (2014); 11-16 2248-8723 0120-5609 .
dc.rights.spa.fl_str_mv Derechos reservados - Universidad Nacional de Colombia
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.license.spa.fl_str_mv Atribución-NoComercial 4.0 Internacional
dc.rights.uri.spa.fl_str_mv http://creativecommons.org/licenses/by-nc/4.0/
dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv Atribución-NoComercial 4.0 Internacional
Derechos reservados - Universidad Nacional de Colombia
http://creativecommons.org/licenses/by-nc/4.0/
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.mimetype.spa.fl_str_mv application/pdf
dc.publisher.spa.fl_str_mv Universidad Nacional de Colombia - Facultad de Ingeniería
institution Universidad Nacional de Colombia
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spelling Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Torres Castellanos, Nancya75823af-bd65-4159-9549-18b0b9b61302300Izquierdo García, Silviaa42336bf-5254-41c4-8b51-acd6a7cff20d300Torres Agredo, Jannethb10edca8-0d92-468d-aff3-8b3a1bc9e932300Mejía de Gutiérrez, Ruby13372ac4-6595-488f-a30a-25481a1338eb3002019-07-03T15:25:52Z2019-07-03T15:25:52Z2014-03-19https://repositorio.unal.edu.co/handle/unal/72668http://bdigital.unal.edu.co/37142/In this study, the resistance of blended concrete containing catalytic cracking residue (FCC) to chloride ion penetration and carbonation was examined. FCC was added at the levels of 10%, 20%, and 30% as partial replacement for cement. Concretes with 10% of silica fume (SF), 10% of metakaolin (MK), and without additives were evaluated as reference materials. The rapid chloride permeability test (RCPT) performed according to ASTM C1202 standards and an accelerated carbonation test in a climatic chamber under controlled conditions (23 °C, 60% RH and 4.0% CO2), were used in order to evaluate the performance of these concretes. Additionally, their compressive strength was determined. The results indicate that binary blends with 10% FCC had similar compressive strength to concrete without additives and had lower chloride permeability. 10% SF and 10% MK exhibited better mechanical behavior and a significant decrease in chloride penetration when compared to 10% FCC. It is noted that there was an increase in concrete carbonation when FCC or MK were used as additives. It was also observed that with longer curing time, the samples with and without additives, presented higher resistance to carbonation. The accelerated corrosion test by impressed voltage was also performed to verify the findings and to investigate the characteristics of corrosion using a 3.5% NaCl solution as electrolyte. The mixtures that contained 10% FCC were highly resistant to chloride ion penetration and did not present cracking within the testing period.Se estudió la resistencia a la penetración del ión cloruro y a la carbonatación de concretos adicionados, con un residuo de catalizador de craqueo catalítico (FCC). El FCC fue adicionado en proporciones de 10%, 20% y 30%; como reemplazo parcial del cemento. Se evaluaron concretos como referencia con 10% de humo de sílice (HS), 10% de metacaolín (MK) y sin adición, así mismo, para evaluar el desempeño de estos concretos, se realizaron los ensayos de permeabilidad rápida a cloruros (PRC) de acuerdo con la norma ASTM C1202, y un ensayo de carbonatación acelerado bajo condiciones controladas (23 °C, 60% HR and 4.0% CO2). Adicionalmente, se determinó la resistencia a la compresión y de esta manera los resultados muestran que las mezclas binarias con 10% de FCC tuvieron una resistencia a la compresión, similar al concreto sin adición y más baja permeabilidad a los cloruros. Las mezclas con 10% HS y 10% MK, mostraron un mejor comportamiento mecánico y significativo, se evidenció menor penetración de cloruros comparado con FCC al 10%. Se observó también, un incremento en la carbonatación del concreto cuando se utilizó adición de FCC o MK y es claro que a mayor tiempo de curado, las muestras con y sin adición, presentan mayor resistencia a la carbonatación. El ensayo de corrosión acelerado por voltaje impreso, fue realizado para investigar y verificar las características corrosivas, usando como electrolito una solución de NaCl al 3.5%. Las muestras con FCC al 10%, tuvieron una mayor resistencia a la penetración del ión cloruro, y el tiempo del ensayo no fue suficiente para iniciar un agrietamiento.application/pdfspaUniversidad Nacional de Colombia - Facultad de Ingenieríahttp://revistas.unal.edu.co/index.php/ingeinv/article/view/38730Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e InvestigaciónIngeniería e InvestigaciónIngeniería e Investigación; Vol. 34, núm. 1 (2014); 11-16 Ingeniería e Investigación; Vol. 34, núm. 1 (2014); 11-16 2248-8723 0120-5609Torres Castellanos, Nancy and Izquierdo García, Silvia and Torres Agredo, Janneth and Mejía de Gutiérrez, Ruby (2014) Resistance of blended concrete containing an industrial petrochemical residue to chloride ion penetration and carbonation. Ingeniería e Investigación; Vol. 34, núm. 1 (2014); 11-16 Ingeniería e Investigación; Vol. 34, núm. 1 (2014); 11-16 2248-8723 0120-5609 .Resistance of blended concrete containing an industrial petrochemical residue to chloride ion penetration and carbonationArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTfluid catalytic crackingmetakaolinsilica fumepozzolanic additionsblended concretecarbonation resistancechloride ion penetration.catalizador de craqueo catalíticometacaolínhumo de síliceadiciones puzolánicasconcreto adicionadoresistencia a carbonatación y penetración de ión cloruro.ORIGINAL38730-203636-1-PB.htmltext/html33320https://repositorio.unal.edu.co/bitstream/unal/72668/1/38730-203636-1-PB.html424eccf0818fdbbe9f28f86ccca033b6MD5138730-200093-2-PB.pdfapplication/pdf828216https://repositorio.unal.edu.co/bitstream/unal/72668/2/38730-200093-2-PB.pdfc0278d701ba4361b3b1ef2ea0f70282aMD52THUMBNAIL38730-200093-2-PB.pdf.jpg38730-200093-2-PB.pdf.jpgGenerated Thumbnailimage/jpeg9016https://repositorio.unal.edu.co/bitstream/unal/72668/3/38730-200093-2-PB.pdf.jpg447596892b8256e04bd331de5a5176d9MD53unal/72668oai:repositorio.unal.edu.co:unal/726682023-06-25 23:04:04.181Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co