Effect of ductile deformation of quartz-bearing rocks on the alkali-silica reaction

Autores
Locati, Francisco; Marfil, Silvina Andrea; Baldo, Edgardo
Año de publicación
2010
Idioma
inglés
Tipo de recurso
artículo
Estado
versión enviada
Descripción
It has been known for a long time that strained, microcrystalline or cryptocrystalline quartz-bearing aggregates may cause alkali-silica reactions in concrete. Studying the relationship between deformation processes and microstructural characteristics of rocks, the reason for this behaviour can be better understood. Orthogneisses from the metamorphic basement of the Sierra Chica, Córdoba (Argentina), which were locally and differentially deformed in ductile shear zones, were used to analyse such behaviour. Petrographic analyses, accelerated mortar bar tests (ASTM C 1260, 2005) and chemical test (ASTM C 289, 1994) were conducted. Furthermore, corrosion tests were performed on polished rock surfaces using 1 N NaOH solution. It was seen that the reactivity of the quartz-bearing mylonites increased by ~30% with respect to the non-mylonitised sample due to the increment in the strained quartz content and specially with the extended subgrain development. The mylonitised rock affected by superimposed cataclasis and the development of pseudotachylytic veins incremented its reactivity by ~97% with respect to the nonmylonitised sample due to the combined effects of subgrain formation, grain size reduction and the formation of glassy material. It was also the only sample that showed significant differences in surface corrosion confirming the high reactivity of the rock. These results agree with expansion values measured on the accelerated mortar bar test and with silica leached in the chemical test. We believe that the simultaneous use of different tools to evaluate the potential alkali reactivity of the rocks in concrete is a good strategy rather than the use of isolated tools, which could lead to confusing interpretations of the process and therefore result in erroneous decisions.
Materia
Geología
microstructure
petrography
Alkali-aggregate reaction
concrete
expansion
Nivel de accesibilidad
acceso abierto
Condiciones de uso
http://creativecommons.org/licenses/by/4.0/
Repositorio
CIC Digital (CICBA)
Institución
Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
OAI Identificador
oai:digital.cic.gba.gob.ar:11746/4428

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repository_id_str 9441
network_name_str CIC Digital (CICBA)
spelling Effect of ductile deformation of quartz-bearing rocks on the alkali-silica reactionLocati, FranciscoMarfil, Silvina AndreaBaldo, EdgardoGeologíamicrostructurepetrographyAlkali-aggregate reactionconcreteexpansionIt has been known for a long time that strained, microcrystalline or cryptocrystalline quartz-bearing aggregates may cause alkali-silica reactions in concrete. Studying the relationship between deformation processes and microstructural characteristics of rocks, the reason for this behaviour can be better understood. Orthogneisses from the metamorphic basement of the Sierra Chica, Córdoba (Argentina), which were locally and differentially deformed in ductile shear zones, were used to analyse such behaviour. Petrographic analyses, accelerated mortar bar tests (ASTM C 1260, 2005) and chemical test (ASTM C 289, 1994) were conducted. Furthermore, corrosion tests were performed on polished rock surfaces using 1 N NaOH solution. It was seen that the reactivity of the quartz-bearing mylonites increased by ~30% with respect to the non-mylonitised sample due to the increment in the strained quartz content and specially with the extended subgrain development. The mylonitised rock affected by superimposed cataclasis and the development of pseudotachylytic veins incremented its reactivity by ~97% with respect to the nonmylonitised sample due to the combined effects of subgrain formation, grain size reduction and the formation of glassy material. It was also the only sample that showed significant differences in surface corrosion confirming the high reactivity of the rock. These results agree with expansion values measured on the accelerated mortar bar test and with silica leached in the chemical test. We believe that the simultaneous use of different tools to evaluate the potential alkali reactivity of the rocks in concrete is a good strategy rather than the use of isolated tools, which could lead to confusing interpretations of the process and therefore result in erroneous decisions.2010info:eu-repo/semantics/articleinfo:eu-repo/semantics/submittedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfhttps://digital.cic.gba.gob.ar/handle/11746/4428enginfo:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by/4.0/reponame:CIC Digital (CICBA)instname:Comisión de Investigaciones Científicas de la Provincia de Buenos Airesinstacron:CICBA2025-10-16T09:26:45Zoai:digital.cic.gba.gob.ar:11746/4428Institucionalhttp://digital.cic.gba.gob.arOrganismo científico-tecnológicoNo correspondehttp://digital.cic.gba.gob.ar/oai/snrdmarisa.degiusti@sedici.unlp.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:94412025-10-16 09:26:45.344CIC Digital (CICBA) - Comisión de Investigaciones Científicas de la Provincia de Buenos Airesfalse
dc.title.none.fl_str_mv Effect of ductile deformation of quartz-bearing rocks on the alkali-silica reaction
title Effect of ductile deformation of quartz-bearing rocks on the alkali-silica reaction
spellingShingle Effect of ductile deformation of quartz-bearing rocks on the alkali-silica reaction
Locati, Francisco
Geología
microstructure
petrography
Alkali-aggregate reaction
concrete
expansion
title_short Effect of ductile deformation of quartz-bearing rocks on the alkali-silica reaction
title_full Effect of ductile deformation of quartz-bearing rocks on the alkali-silica reaction
title_fullStr Effect of ductile deformation of quartz-bearing rocks on the alkali-silica reaction
title_full_unstemmed Effect of ductile deformation of quartz-bearing rocks on the alkali-silica reaction
title_sort Effect of ductile deformation of quartz-bearing rocks on the alkali-silica reaction
dc.creator.none.fl_str_mv Locati, Francisco
Marfil, Silvina Andrea
Baldo, Edgardo
author Locati, Francisco
author_facet Locati, Francisco
Marfil, Silvina Andrea
Baldo, Edgardo
author_role author
author2 Marfil, Silvina Andrea
Baldo, Edgardo
author2_role author
author
dc.subject.none.fl_str_mv Geología
microstructure
petrography
Alkali-aggregate reaction
concrete
expansion
topic Geología
microstructure
petrography
Alkali-aggregate reaction
concrete
expansion
dc.description.none.fl_txt_mv It has been known for a long time that strained, microcrystalline or cryptocrystalline quartz-bearing aggregates may cause alkali-silica reactions in concrete. Studying the relationship between deformation processes and microstructural characteristics of rocks, the reason for this behaviour can be better understood. Orthogneisses from the metamorphic basement of the Sierra Chica, Córdoba (Argentina), which were locally and differentially deformed in ductile shear zones, were used to analyse such behaviour. Petrographic analyses, accelerated mortar bar tests (ASTM C 1260, 2005) and chemical test (ASTM C 289, 1994) were conducted. Furthermore, corrosion tests were performed on polished rock surfaces using 1 N NaOH solution. It was seen that the reactivity of the quartz-bearing mylonites increased by ~30% with respect to the non-mylonitised sample due to the increment in the strained quartz content and specially with the extended subgrain development. The mylonitised rock affected by superimposed cataclasis and the development of pseudotachylytic veins incremented its reactivity by ~97% with respect to the nonmylonitised sample due to the combined effects of subgrain formation, grain size reduction and the formation of glassy material. It was also the only sample that showed significant differences in surface corrosion confirming the high reactivity of the rock. These results agree with expansion values measured on the accelerated mortar bar test and with silica leached in the chemical test. We believe that the simultaneous use of different tools to evaluate the potential alkali reactivity of the rocks in concrete is a good strategy rather than the use of isolated tools, which could lead to confusing interpretations of the process and therefore result in erroneous decisions.
description It has been known for a long time that strained, microcrystalline or cryptocrystalline quartz-bearing aggregates may cause alkali-silica reactions in concrete. Studying the relationship between deformation processes and microstructural characteristics of rocks, the reason for this behaviour can be better understood. Orthogneisses from the metamorphic basement of the Sierra Chica, Córdoba (Argentina), which were locally and differentially deformed in ductile shear zones, were used to analyse such behaviour. Petrographic analyses, accelerated mortar bar tests (ASTM C 1260, 2005) and chemical test (ASTM C 289, 1994) were conducted. Furthermore, corrosion tests were performed on polished rock surfaces using 1 N NaOH solution. It was seen that the reactivity of the quartz-bearing mylonites increased by ~30% with respect to the non-mylonitised sample due to the increment in the strained quartz content and specially with the extended subgrain development. The mylonitised rock affected by superimposed cataclasis and the development of pseudotachylytic veins incremented its reactivity by ~97% with respect to the nonmylonitised sample due to the combined effects of subgrain formation, grain size reduction and the formation of glassy material. It was also the only sample that showed significant differences in surface corrosion confirming the high reactivity of the rock. These results agree with expansion values measured on the accelerated mortar bar test and with silica leached in the chemical test. We believe that the simultaneous use of different tools to evaluate the potential alkali reactivity of the rocks in concrete is a good strategy rather than the use of isolated tools, which could lead to confusing interpretations of the process and therefore result in erroneous decisions.
publishDate 2010
dc.date.none.fl_str_mv 2010
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/submittedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str submittedVersion
dc.identifier.none.fl_str_mv https://digital.cic.gba.gob.ar/handle/11746/4428
url https://digital.cic.gba.gob.ar/handle/11746/4428
dc.language.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
http://creativecommons.org/licenses/by/4.0/
eu_rights_str_mv openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by/4.0/
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:CIC Digital (CICBA)
instname:Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
instacron:CICBA
reponame_str CIC Digital (CICBA)
collection CIC Digital (CICBA)
instname_str Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
instacron_str CICBA
institution CICBA
repository.name.fl_str_mv CIC Digital (CICBA) - Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
repository.mail.fl_str_mv marisa.degiusti@sedici.unlp.edu.ar
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