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<article xlink="http://www.w3.org/1999/xlink" dtd-version="1.0" article-type="technology" lang="en"><front><journal-meta><journal-id journal-id-type="publisher">IJCRR</journal-id><journal-id journal-id-type="nlm-ta">I Journ Cur Res Re</journal-id><journal-title-group><journal-title>International Journal of Current Research and Review</journal-title><abbrev-journal-title abbrev-type="pubmed">I Journ Cur Res Re</abbrev-journal-title></journal-title-group><issn pub-type="ppub">2231-2196</issn><issn pub-type="opub">0975-5241</issn><publisher><publisher-name>Radiance Research Academy</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="publisher-id">1353</article-id><article-id pub-id-type="doi"/><article-id pub-id-type="doi-url"/><article-categories><subj-group subj-group-type="heading"><subject>Technology</subject></subj-group></article-categories><title-group><article-title>RHEOLOGICAL CHARACTERISTICS OF SELF COMPACTING CONCRETE CONTAINING FLYASH&#13;
</article-title></title-group><contrib-group><contrib contrib-type="author"><name><surname/><given-names/></name></contrib><contrib contrib-type="author"><name><surname>Yadav</surname><given-names>R.K.</given-names></name></contrib><contrib contrib-type="author"><name><surname>Rajeev</surname><given-names>Chandak</given-names></name></contrib></contrib-group><pub-date pub-type="ppub"><day>25</day><month>05</month><year>2013</year></pub-date><volume>)</volume><issue/><fpage>137</fpage><lpage>146</lpage><permissions><copyright-statement>This article is copyright of Popeye Publishing, 2009</copyright-statement><copyright-year>2009</copyright-year><license license-type="open-access" href="http://creativecommons.org/licenses/by/4.0/"><license-p>This is an open-access article distributed under the terms of the Creative Commons Attribution (CC BY 4.0) Licence. You may share and adapt the material, but must give appropriate credit to the source, provide a link to the licence, and indicate if changes were made.</license-p></license></permissions><abstract><p>Self compacting Concrete (SCC) is a high performance concrete, that can flow under its own weight to completely fill the form work. This concrete has an ability to compact without any mechanical vibration.SCC is suitable for placing in difficult conditions and also in congested reinforcement. It is becoming a popular choice in concrete industries, due to ease of placement in situations with heavily congested reinforcement and where compaction becomes diffficult . This paper envisages the variation of fresh state, , properties of self compacting concrete containing fly ash in different percentages 0%,10%,20%,30% by weight of cement as partial replacement of cement. The workability characteristics like filling ability, passing ability have been assessed using slump flow and T50 time, V Funnel time, L-Box blocking ratio, as per EFNARC Guidelines.&#13;
</p></abstract><kwd-group><kwd>Self compacting concrete</kwd><kwd> slum flow test</kwd><kwd> V?funnel fly ash</kwd></kwd-group></article-meta></front></article>
