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dc.contributor.authorLiao, KYen_US
dc.contributor.authorChang, PKen_US
dc.contributor.authorPeng, YNen_US
dc.contributor.authorYang, CCen_US
dc.date.accessioned2014-12-08T15:39:01Z-
dc.date.available2014-12-08T15:39:01Z-
dc.date.issued2004-06-01en_US
dc.identifier.issn0008-8846en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.cemconres.2003.11.019en_US
dc.identifier.urihttp://hdl.handle.net/11536/26711-
dc.description.abstractThe aim of this study was to observe the behavior of the interfacial transition zone (ITZ) of high-performance concrete that was under curing in saturated lime water. From the Scanning Electron Microscope (SEM), it was found that the pores and hydration products at the ITZ, within 100 mum between the paste and aggregate, permuted each other during the early hydration stage, and then appeared as a large lump or strip. They gradually became irregular and small lumps for the further curing age. At the curing age of 56 days, the pores almost concentrated within an area of 0-15 mum from the aggregate edge. The hydration products were much denser with the increase in its distance from the aggregate edge. (C) 2004 Elsevier Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectinterfacial transition zoneen_US
dc.subjectwater-to-binder ratioen_US
dc.subjecthydration productsen_US
dc.subjectsuperplasticizersen_US
dc.titleA study on characteristics of interfacial transition zone in concreteen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.cemconres.2003.11.019en_US
dc.identifier.journalCEMENT AND CONCRETE RESEARCHen_US
dc.citation.volume34en_US
dc.citation.issue6en_US
dc.citation.spage977en_US
dc.citation.epage989en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000224017100011-
dc.citation.woscount28-
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