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dc.contributor.author유재석-
dc.date.accessioned2017-04-03T07:08:57Z-
dc.date.available2017-04-03T07:08:57Z-
dc.date.issued2015-07-
dc.identifier.citationKSCE JOURNAL OF CIVIL ENGINEERING, v. 19, no. 5, Page. 1347-1358en_US
dc.identifier.issn1226-7988-
dc.identifier.issn1976-3808-
dc.identifier.urihttp://link.springer.com/article/10.1007/s12205-012-0457-4-
dc.identifier.urihttp://hdl.handle.net/20.500.11754/26544-
dc.description.abstractWith the purpose of investigating the influence of both fineness levels and replacement ratios of limestone filler on sodium sulfate attack, cement mortar and paste specimens incorporating the material were exposed to 5% sodium sulfate solution for 1 year. The resistance of mortar specimens to sulfate attack was evaluated by visual appearance, expansion and compressive strength measurements. Additionally, microstructural observations such as XRD and SEM/EDS were also performed on paste samples stored in similar conditions of sulfate attack. Experimental results demonstrated that the worst performance was noted in the mortar specimens with high replacement ratio as well as high fineness level of limestone filler, showing extensive surface damages in addition to significant expansion and strength loss. Thus, it was observed that both high replacement ratio and high fineness level have potentially a negative effect in resisting sodium sulfate attack. This phenomenon is likely attributed to thaumasite formation as a result of sulfate attack rather than gypsum formation. The present study may suggest useful information on both reasonable replacement ratio and fineness level for the application of limestone filler in sulfate environments.en_US
dc.description.sponsorshipThis work was financially supported by the National Research Foundation of Korea (2013R1A1A2009938). And this research was also supported by the Nuclear Power Technology Development Project the "Development of the Advanced Technology of Nuclear Power Plant Structures Quality on Performance Improvement and Density Reinforcement".en_US
dc.language.isoenen_US
dc.publisherKOREAN SOCIETY OF CIVIL ENGINEERS-KSCEen_US
dc.subjectlimestone filleren_US
dc.subjectdurabilityen_US
dc.subjectreplacement ratioen_US
dc.subjectfineness levelen_US
dc.subjectsulfate attacken_US
dc.titleDurability of cement mortars incorporating limestone filler exposed to sodium sulfate solutionen_US
dc.typeArticleen_US
dc.relation.volume19-
dc.identifier.doi10.1007/s12205-012-0457-4-
dc.relation.page1347-1358-
dc.relation.journalKSCE JOURNAL OF CIVIL ENGINEERING-
dc.contributor.googleauthorRyou, Jaesuk-
dc.contributor.googleauthorLee, Seungtae-
dc.contributor.googleauthorPark, Daewook-
dc.contributor.googleauthorKim, Seongsoo-
dc.contributor.googleauthorJung, Hoseop-
dc.relation.code2015009302-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidjsryou-
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COLLEGE OF ENGINEERING[S](공과대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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