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  1. National Taiwan Ocean University Research Hub
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請用此 Handle URI 來引用此文件: http://scholars.ntou.edu.tw/handle/123456789/1723
DC 欄位值語言
dc.contributor.authorYeih, Weichungen_US
dc.contributor.authorJiang-Jhy Changen_US
dc.date.accessioned2020-11-16T11:52:58Z-
dc.date.available2020-11-16T11:52:58Z-
dc.date.issued2019-02-10-
dc.identifier.issn0950-0618-
dc.identifier.urihttp://scholars.ntou.edu.tw/handle/123456789/1723-
dc.description.abstractPervious concrete is an environment-friendly material in many aspects such as flood control, reducing heat island effect, water purification, providing better anti-skid performance in rainy days and better sound absorption capability. In this article, the influences of cement types and curing condition on properties of pervious concrete made with electric arc furnace slag as aggregates were investigated. Four types of cements (type I cement, type II cement, sulphoaluminate cement and calcium aluminate cement) were used and two curing conditions (saturated lime water curing and air curing) were considered. Results revealed that alumina, ferric oxide, tri-sulfate (AFt or ettringite) formed in pervious concrete made with sulphoaluminate cement, resulted in a serious degradation in compressive strength as well as flexural strength, especially for specimens cured in saturated lime water curing condition. Pervious concretes from type II cement showed better compressive strength and worst permeability while the one from sulphoaluminate cement shows opposite. Air Curing results were lower than lime water curing except concretes from sulphoaluminate cement. (C) 2018 Published by Elsevier Ltd.en_US
dc.language.isoen_USen_US
dc.publisherELSEVIER SCI LTDen_US
dc.relation.ispartofCONSTR BUILD MATERen_US
dc.subjectCALCIUM ALUMINATE CEMENTen_US
dc.subjectRESISTANCEen_US
dc.subjectABRASIONen_US
dc.subjectABSORPTIONen_US
dc.subjectSIZEen_US
dc.subjectASHen_US
dc.titleThe influences of cement type and curing condition on properties of pervious concrete made with electric arc furnace slag as aggregatesen_US
dc.typejournal articleen_US
dc.identifier.doi10.1016/j.conbuildmat.2018.08.178-
dc.identifier.isiWOS:000457951100075-
dc.relation.journalvolume197en_US
dc.relation.pages813-820en_US
item.fulltextno fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.languageiso639-1en_US-
item.openairetypejournal article-
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.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.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCollege of Engineering-
顯示於:河海工程學系
06 CLEAN WATER & SANITATION
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