Please use this identifier to cite or link to this item: http://ir.juit.ac.in:8080/jspui/jspui/handle/123456789/8691
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dc.contributor.authorSaurav-
dc.contributor.authorGupta, Ashok Kumar-
dc.date.accessioned2022-12-22T05:06:54Z-
dc.date.available2022-12-22T05:06:54Z-
dc.date.issued2014-
dc.identifier.urihttp://ir.juit.ac.in:8080/jspui/jspui/handle/123456789/8691-
dc.description.abstractThis paper presents a comparison between cubical strength and cylindrical strength of normal concrete and with partial replacement of cement with ultra fine slag (Alccofine). Ultra fine slag materials are very much important for improving the durability and workability of concrete to sustain a longer life span and producing a greener and quality concrete. Incorporating ultra fine slag as a mineral admixture improves the workability and pump ability of fresh concrete. The ultra fine slag acts as filler thus also reduces permeability. In this paper mechanical strength development of high strength concrete (M50) with partial replacement of cement by ultra fine slag (alccofine) is carried out. Comparison is done between cubical strength and cylindrical strength of M50 grade concrete using ultra fine slag.en_US
dc.language.isoenen_US
dc.subjectAlccofineen_US
dc.subjectDurabilityen_US
dc.subjectUltra fine slagen_US
dc.subjectSegregationen_US
dc.titleExperimental study of strength relationship of concrete cube and concrete cylinder using ultrafine slag Alccofineen_US
dc.typeArticleen_US
Appears in Collections:Journal Articles



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