Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/1403
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dc.contributor.authorDave, Urmil V.-
dc.contributor.authorThakur, J. S.-
dc.date.accessioned2009-11-20T09:31:07Z-
dc.date.available2009-11-20T09:31:07Z-
dc.date.issued2006-
dc.identifier.citationNational Conference on Current Trends in Technology, Nov. 30-Dec. 2, 2006en
dc.identifier.isbn81-8424-140-2-
dc.identifier.urihttp://hdl.handle.net/123456789/1403-
dc.descriptionNUCONE-2006; Page No. 65-68en
dc.description.abstractThe experimental investigation consisted or casting concrete with 3 dosages of flyash i.e. 10%, 20% and 30%. Non-¬destructive testing was carried out followed by destructive testing. The pattern of the results obtained from the destructive testing matches closely with that of Non-destructive testing. Dosages like 10% and 20% gave very encouraging results, similar with that of Controlled concrete. Concrete with 30% flyash exhibited low gain of strength as compared to other concretes. With good quality of flvash obtained, now a days, has improved a lot. it is felt that upto 20% flyash can easily be used as cement replacement, thus saving precious cement and on the other hand, making concrete more durable.en
dc.language.isoen_USen
dc.publisherAllied Publishers Pvt. Ltd.en
dc.subjectFly Ashen
dc.subjectSuper Plasticizcren
dc.subjectRHNen
dc.subjectUPVen
dc.subjectCivil Faculty Paperen
dc.subjectFaculty Paperen
dc.subjectITFCL004en
dc.subjectNUCONEen
dc.subjectNUCONE-2006en
dc.titleExperimental Investigations on Long Term Strength Of PCC with Varying Dosages Of Fly-Ashen
dc.typeFaculty Papersen
Appears in Collections:Faculty Papers, Civil

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