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contributor authorGalal Fares
contributor authorM. Iqbal Khan
date accessioned2017-05-08T21:56:30Z
date available2017-05-08T21:56:30Z
date copyrightDecember 2013
date issued2013
identifier other%28asce%29mt%2E1943-5533%2E0000833.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67192
description abstractThe authors investigated the ability of different high-performance concrete (HPC) composites to restrain an alkali-silica reaction (ASR) in the presence of reactive aggregates. They evaluated the effectiveness of different binary and ternary blended cementitious systems comprising optimized contents of pulverized fly ash (PFA) and silica fume (SF) in suppressing ASR expansion. They assessed different mortar mixtures made of different contents of PFA (up to 40%) and SF (up to 15%) with water-to-binder (W/B) ratios of 0.27 for ASR expansion according to standard procedures for accelerated mortar bar test. The results showed a given pessimal combination among the ternary mixtures in which there was an obvious synergistic interaction where ASR expansion was at its minimum level.
publisherAmerican Society of Civil Engineers
titleHPC Composites Formulated to Counteract Early ASR Expansion
typeJournal Paper
journal volume25
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000790
treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 012
contenttypeFulltext


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