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contributor authorMateusz Radlinski
contributor authorJan Olek
contributor authorTommy Nantung
date accessioned2017-05-08T21:18:28Z
date available2017-05-08T21:18:28Z
date copyrightOctober 2008
date issued2008
identifier other%28asce%290899-1561%282008%2920%3A10%28668%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46379
description abstractThis paper presents the results of a multiobjective laboratory study on scaling resistance of ternary concrete containing Class C fly ash (FA) and silica fume (SF). Several experimental variables were included in the research and statistical analysis was performed to examine specific effects of each of the variables on the amount of scaling. The first variable studied was the relative amount of FA (20 or 30% by mass of total cementitious materials) and SF (5 or 7% by mass of total cementitious materials) used in the ternary cementitious system. The second variable evaluated was the type of initial curing regime. The curing regimes compared included air drying,
publisherAmerican Society of Civil Engineers
titleEffect of Mixture Composition and Initial Curing Conditions on Scaling Resistance of Ternary (OPC/FA/SF) Concrete
typeJournal Paper
journal volume20
journal issue10
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2008)20:10(668)
treeJournal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 010
contenttypeFulltext


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