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請用此 Handle URI 來引用此文件: http://scholars.ntou.edu.tw/handle/123456789/25804
DC 欄位值語言
dc.contributor.authorChuang, Pei-Minen_US
dc.contributor.authorYeih, Wei-Chungen_US
dc.contributor.authorHuang, Ranen_US
dc.contributor.authorChang, Jiang-Jhyen_US
dc.date.accessioned2025-06-07T06:12:55Z-
dc.date.available2025-06-07T06:12:55Z-
dc.date.issued2025/2/1-
dc.identifier.urihttp://scholars.ntou.edu.tw/handle/123456789/25804-
dc.description.abstractThe purpose of this study is to find appropriate mixtures for self-leveling mortar that meet the fluidity requirements without displaying segregation by using a combination of two types of cement (Type I Portland cement and sulfoaluminate cement (SAC)) with reactive ultra-fine fly ash (RUFA). Unlike the fly ash, RUFA has a strong strength activity index and exhibits a significant pattern of amorphous phase in XRD. Appropriate mix proportions of raw materials, including the superplasticizer, require investigation in depth. A fixed water-to-binder ratio of 0.6 was selected, with varying proportions of the two cementitious materials considered (the SAC volume percentages were 0%, 10%, 20%, and 30%) and different RUFA contents (the RUFA volume percentages were 5%, 10%, and 15%). Twelve experiments were conducted to examine the properties of the self-leveling mortars. We found that a higher RUFA volume percentage results in lower porosity, higher compressive strength, and better resistance to drying shrinkage, abrasion, and restrained shrinkage cracking. Increasing the SAC volume percentage increases the porosity of self-leveling mortar and its early compressive strength but decreases late-stage strength. At a 10% volume percentage level, SAC achieves an ideal balance among drying shrinkage, brasion, and shrinkage cracking.en_US
dc.language.isoEnglishen_US
dc.publisherMDPIen_US
dc.relation.ispartofAPPLIED SCIENCES-BASELen_US
dc.subjectporosityen_US
dc.subjectcompressive strengthen_US
dc.subjectrestrained shrinkageen_US
dc.subjectdrying shrinkageen_US
dc.titleA Study on Reactive Ultra-Fine Fly Ash and Sulfoaluminate Cement in Self-Leveling Mortaren_US
dc.typejournal articleen_US
dc.identifier.doi10.3390/app15031358-
dc.identifier.isiWOS:001418433800001-
dc.relation.journalvolume15en_US
dc.relation.journalissue3en_US
dc.identifier.eissn2076-3417-
item.languageiso639-1English-
item.fulltextno fulltext-
item.openairetypejournal article-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
crisitem.author.deptCollege of Engineering-
crisitem.author.deptDepartment of Harbor and River Engineering-
crisitem.author.deptNational Taiwan Ocean University,NTOU-
crisitem.author.deptCenter of Excellence for Ocean Engineering-
crisitem.author.deptBasic Research-
crisitem.author.deptNational Taiwan Ocean University,NTOU-
crisitem.author.deptDepartment of Harbor and River Engineering-
crisitem.author.deptCollege of Engineering-
crisitem.author.deptCollege of Engineering-
crisitem.author.deptDepartment of Harbor and River Engineering-
crisitem.author.deptNational Taiwan Ocean University,NTOU-
crisitem.author.orcid0000-0002-5077-865X-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCollege of Engineering-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCenter of Excellence for Ocean Engineering-
crisitem.author.parentorgCollege of Engineering-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCollege of Engineering-
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