Examination of sulfate resistance of nano-alumina added ordinary Portland cement paste, focusing on the two different crystallinity of nano-aluminas

Abstract This study examined the influence of the crystallinity of added nano-alumina on the sulfate resistance of ordinary Portland cement (OPC) paste. Two crystalline types of nano-aluminas (α-and γ-phase) were incorporated in cement pastes, which were exposed to sulfate solution. In the results,...

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Main Authors: Juan Yu, Sungwon Sim, Haemin Song, Dohoon Kim, Kyungcheol Jang, Dongho Jeon, Seung Cho, Jae Eun Oh
Format: Article
Language:English
Published: SpringerOpen 2023-06-01
Series:International Journal of Concrete Structures and Materials
Subjects:
Online Access:https://doi.org/10.1186/s40069-023-00591-7
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author Juan Yu
Sungwon Sim
Haemin Song
Dohoon Kim
Kyungcheol Jang
Dongho Jeon
Seung Cho
Jae Eun Oh
author_facet Juan Yu
Sungwon Sim
Haemin Song
Dohoon Kim
Kyungcheol Jang
Dongho Jeon
Seung Cho
Jae Eun Oh
author_sort Juan Yu
collection DOAJ
description Abstract This study examined the influence of the crystallinity of added nano-alumina on the sulfate resistance of ordinary Portland cement (OPC) paste. Two crystalline types of nano-aluminas (α-and γ-phase) were incorporated in cement pastes, which were exposed to sulfate solution. In the results, both paste samples having α- and γ-phase aluminas had accelerated compressive strength loss and increased length expansion compared to the sample without alumina addition. In particular, the rapidly decreased dynamic elastic modulus of the nano-alumina added samples postulates the greatly increased internal stress likely by the increased formation of volume expansive reaction products, such as ettringite, which was supported by the XRD and TG results. The greater ettringite formation in the nano-alumina added samples was likely due to reactive AH3 (=Al(OH)3) gel formation as the higher consumption degree of portlandite in the alumina added samples indirectly indicates the active AH3 gel formation, resulting in additional ettringite formation from the reaction of AH3 with Na2SO4 solution. A further degree of sulfate attack was observed in the γ-alumina added sample for the long-term Na2SO4 exposure (180 days) mainly due to the greater degree of gypsum formation inducing more internal expansive stress compared to the α-alumina added sample.
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spelling doaj.art-86ba05f85e45430eba9286187cf990852023-06-04T11:24:06ZengSpringerOpenInternational Journal of Concrete Structures and Materials2234-13152023-06-0117111110.1186/s40069-023-00591-7Examination of sulfate resistance of nano-alumina added ordinary Portland cement paste, focusing on the two different crystallinity of nano-aluminasJuan Yu0Sungwon Sim1Haemin Song2Dohoon Kim3Kyungcheol Jang4Dongho Jeon5Seung Cho6Jae Eun Oh7School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST)School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST)School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST)School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST)School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST)School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST)School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST)School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST)Abstract This study examined the influence of the crystallinity of added nano-alumina on the sulfate resistance of ordinary Portland cement (OPC) paste. Two crystalline types of nano-aluminas (α-and γ-phase) were incorporated in cement pastes, which were exposed to sulfate solution. In the results, both paste samples having α- and γ-phase aluminas had accelerated compressive strength loss and increased length expansion compared to the sample without alumina addition. In particular, the rapidly decreased dynamic elastic modulus of the nano-alumina added samples postulates the greatly increased internal stress likely by the increased formation of volume expansive reaction products, such as ettringite, which was supported by the XRD and TG results. The greater ettringite formation in the nano-alumina added samples was likely due to reactive AH3 (=Al(OH)3) gel formation as the higher consumption degree of portlandite in the alumina added samples indirectly indicates the active AH3 gel formation, resulting in additional ettringite formation from the reaction of AH3 with Na2SO4 solution. A further degree of sulfate attack was observed in the γ-alumina added sample for the long-term Na2SO4 exposure (180 days) mainly due to the greater degree of gypsum formation inducing more internal expansive stress compared to the α-alumina added sample.https://doi.org/10.1186/s40069-023-00591-7Nano-aluminaOrdinary Portland cementDegree of crystallinityAlumina dissolutionSulfate attackα- and γ-alumina
spellingShingle Juan Yu
Sungwon Sim
Haemin Song
Dohoon Kim
Kyungcheol Jang
Dongho Jeon
Seung Cho
Jae Eun Oh
Examination of sulfate resistance of nano-alumina added ordinary Portland cement paste, focusing on the two different crystallinity of nano-aluminas
International Journal of Concrete Structures and Materials
Nano-alumina
Ordinary Portland cement
Degree of crystallinity
Alumina dissolution
Sulfate attack
α- and γ-alumina
title Examination of sulfate resistance of nano-alumina added ordinary Portland cement paste, focusing on the two different crystallinity of nano-aluminas
title_full Examination of sulfate resistance of nano-alumina added ordinary Portland cement paste, focusing on the two different crystallinity of nano-aluminas
title_fullStr Examination of sulfate resistance of nano-alumina added ordinary Portland cement paste, focusing on the two different crystallinity of nano-aluminas
title_full_unstemmed Examination of sulfate resistance of nano-alumina added ordinary Portland cement paste, focusing on the two different crystallinity of nano-aluminas
title_short Examination of sulfate resistance of nano-alumina added ordinary Portland cement paste, focusing on the two different crystallinity of nano-aluminas
title_sort examination of sulfate resistance of nano alumina added ordinary portland cement paste focusing on the two different crystallinity of nano aluminas
topic Nano-alumina
Ordinary Portland cement
Degree of crystallinity
Alumina dissolution
Sulfate attack
α- and γ-alumina
url https://doi.org/10.1186/s40069-023-00591-7
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