Please use this identifier to cite or link to this item: http://dspace2020.uniten.edu.my:8080/handle/123456789/20730
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dc.contributor.authorNadimalla A.en_US
dc.contributor.authorMasjuki S.A.en_US
dc.contributor.authorSaad S.A.en_US
dc.contributor.authorWoen E.L.en_US
dc.contributor.authorAli S.M.en_US
dc.contributor.authorUlla N.en_US
dc.date.accessioned2021-07-27T04:30:56Z-
dc.date.available2021-07-27T04:30:56Z-
dc.date.issued2020-
dc.identifier.urihttp://dspace2020.uniten.edu.my:8080/handle/123456789/20730-
dc.description.abstractThis, research work was to study the potential of M-sand as compared to river sand in concrete, here M-sand is replaced by river sand 0%,45%,50%,55% and 100% in the concrete mix, Mix design is designed as per IS Standards. In this research a mix 1:2.32:2.82 (M20) was considered. The test specimen was casted for 7days, 28 days and 90days. The performance of M-sand was determined by several experiments such as slump test, impact strength test, flexural Strength, and compressive strength test. The results attained from each test states that as M-sand increases the slump value decreases. flexural strength, compressive strength and impact test of concrete at 7 days, 28 days and 90 days is greater at 100% and 50% replacement of M sand by river sand. © 2020 ASTES Publishers. All rights reserved.en_US
dc.language.isoenen_US
dc.titleThe impact of manufactured sand (m-sand) as partially and fully replacement of fine aggregate in concreteen_US
dc.typearticleen_US
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.languageiso639-1en-
item.fulltextWith Fulltext-
item.grantfulltextreserved-
item.openairetypearticle-
item.cerifentitytypePublications-
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