Please use this identifier to cite or link to this item: https://repository.sustech.edu/handle/123456789/25266
Full metadata record
DC FieldValueLanguage
dc.contributor.authorElrasheed, Tamador Sid Ahmed-
dc.contributor.authorSupervisor, -Maaz Osman Bushara-
dc.date.accessioned2020-10-26T10:06:45Z-
dc.date.available2020-10-26T10:06:45Z-
dc.date.issued2019-10-22-
dc.identifier.citationElrasheed, Tamador Sid Ahmed .Partial Replacing Of OrdinaryPortland Cement With Corncob Ash In Concrete \ Tamador Sid Ahmed Elrasheed ; Maaz Osman Bushara .- Khartoum: Sudan University of Science and Technology, College of Engineering, 2019.- 76.p: ill;28cm.- M.Scen_US
dc.identifier.urihttp://repository.sustech.edu/handle/123456789/25266-
dc.descriptionThesisen_US
dc.description.abstractThe purpose of this study isto investigate thefeasibility of using corn cob ash in concrete mixes. concrete is the most important engineering material and the addition or replacement of some materials may change the properties of the concrete .In recent years a lot of of research work has been carried out in order to obtain more durable and long performance of concrete structures in the dynamic environment an experimental program is set up to test the effect of corncob ash with variation of percentages in concrete mixes. Different Corncob Ash percentage were tested in this study (0%, 5%,7.5%, 10% )respectively. The laboratory investigation include measurement of compressive strengths and workability .the mix was designed by British Standard method ,characteristic compressive strengths [25N/mm2]. An experimental study was carried out to test forth types of concrete mixes designed and compressive strength of concrete was measured in the re construction of curing for 7,28 and 56 days. one of those mentioned mixes is a ( control mix) .finally all the result are compared. The study shown the effect of corncob ash on workability of fresh concrete by increasing with the proportioncorncob ash( slump equal 44,50 and 56 mm in proportion 5%,7.5%, and 10% Respectively).and of hardened concrete the compressive strength increasing with increasing the age of curing and decreasing with increase theproportioncorncob ash .en_US
dc.description.sponsorshipSudan University of Science and Technologyen_US
dc.language.isoenen_US
dc.publisherSudan University of Science and Technologyen_US
dc.subjectEngineeringen_US
dc.subjectConstruction Engineeringen_US
dc.subjectPartial Replacingen_US
dc.subjectOrdinaryPortland Cementen_US
dc.subjectCorncob Ash In Concreteen_US
dc.titlePartial Replacing Of OrdinaryPortland Cement With Corncob Ash In Concreteen_US
dc.title.alternativeإحلال جزئى للاسمنت البورتلاندي العادي برماد كوز الذرة الشامية في الخرسانةen_US
dc.typeThesisen_US
Appears in Collections:Masters Dissertations : Engineering

Files in This Item:
File Description SizeFormat 
Partial Replacing Of ....pdfResearch1.48 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.