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contributor authorNobuaki Otsuki
contributor authorShin-ichi Miyazato
contributor authorWanchai Yodsudjai
date accessioned2017-05-08T21:17:34Z
date available2017-05-08T21:17:34Z
date copyrightOctober 2003
date issued2003
identifier other%28asce%290899-1561%282003%2915%3A5%28443%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45878
description abstractThis study is conducted (1) to examine the influence of recycled aggregate on interfacial transition zone (ITZ), strength, chloride penetration, and carbonation of concrete, and (2) to propose a method for improving strength, chloride penetration, and carbonation resistances of concrete using recycled aggregates. Five types of recycled aggregate, and four levels of water-binder ratio are used in this study. The recycled aggregate concrete is evaluated according to compressive strength, tensile strength, chloride penetration depth, and carbonation depth. The characteristics of ITZs in recycled aggregate concrete are also measured and used to explain the influence of recycled aggregate on the mentioned properties. Additionally, the double-mixing method for improving strength, chloride penetration, and carbonation resistances of recycled aggregate concrete is evaluated in this study.
publisherAmerican Society of Civil Engineers
titleInfluence of Recycled Aggregate on Interfacial Transition Zone, Strength, Chloride Penetration and Carbonation of Concrete
typeJournal Paper
journal volume15
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2003)15:5(443)
treeJournal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 005
contenttypeFulltext


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