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contributor authorRevathi Purushothaman
contributor authorRamesh Ruthirapathy Amirthavalli
contributor authorLavanya Karan
date accessioned2017-05-08T22:13:52Z
date available2017-05-08T22:13:52Z
date copyrightMay 2015
date issued2015
identifier other39917345.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74440
description abstractWith the rise in the adoption of recycled aggregate for construction, investigation on ways to improve its quality has been wide spread. The major factor that affects the quality of recycled aggregate is the large amount of cement mortar that remains on the surface of the recycled aggregate. This attached mortar results in higher porosity, higher water absorption rates, and thus a weaker interfacial zone between new cement mortar and aggregates, weakening the strength and mechanical performance of concrete made from recycled aggregate. This paper attempts to compare the effect of chemical as well as mechanical treatment approaches in reducing the mortar attached to aggregate. Six series of concrete mixtures are prepared using natural aggregate, recycled aggregate, recycled aggregate treated with HCl and
publisherAmerican Society of Civil Engineers
titleInfluence of Treatment Methods on the Strength and Performance Characteristics of Recycled Aggregate Concrete
typeJournal Paper
journal volume27
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001128
treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 005
contenttypeFulltext


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