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http://dspace2020.uniten.edu.my:8080/handle/123456789/20730
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Nadimalla A. | en_US |
dc.contributor.author | Masjuki S.A. | en_US |
dc.contributor.author | Saad S.A. | en_US |
dc.contributor.author | Woen E.L. | en_US |
dc.contributor.author | Ali S.M. | en_US |
dc.contributor.author | Ulla N. | en_US |
dc.date.accessioned | 2021-07-27T04:30:56Z | - |
dc.date.available | 2021-07-27T04:30:56Z | - |
dc.date.issued | 2020 | - |
dc.identifier.uri | http://dspace2020.uniten.edu.my:8080/handle/123456789/20730 | - |
dc.description.abstract | This, 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.iso | en | en_US |
dc.title | The impact of manufactured sand (m-sand) as partially and fully replacement of fine aggregate in concrete | en_US |
dc.type | article | en_US |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.languageiso639-1 | en | - |
item.fulltext | With Fulltext | - |
item.grantfulltext | reserved | - |
item.openairetype | article | - |
item.cerifentitytype | Publications | - |
Appears in Collections: | UNITEN Ebook and Article |
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This document is not yet available.pdf Restricted Access | 396.12 kB | Adobe PDF | View/Open Request a copy |
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