The impact of manufactured sand (m-sand) as partially and fully replacement of fine aggregate in concrete
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 wa...
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my.uniten.dspace-257602023-05-29T16:13:56Z The impact of manufactured sand (m-sand) as partially and fully replacement of fine aggregate in concrete Nadimalla A. Masjuki S.A. Saad S.A. Woen E.L. Ali S.M. Ulla N. 57207766980 57205237952 57190063308 57215507629 57199264805 57215506505 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. Final 2023-05-29T08:13:56Z 2023-05-29T08:13:56Z 2020 Article 10.25046/aj050138 2-s2.0-85081004882 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85081004882&doi=10.25046%2faj050138&partnerID=40&md5=8ec75de3d36857195421ca3030dde45a https://irepository.uniten.edu.my/handle/123456789/25760 5 1 302 306 All Open Access, Gold, Green ASTES Publishers Scopus |
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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. |
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57207766980 Nadimalla A. Masjuki S.A. Saad S.A. Woen E.L. Ali S.M. Ulla N. |
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Nadimalla A. Masjuki S.A. Saad S.A. Woen E.L. Ali S.M. Ulla N. |
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Nadimalla A. Masjuki S.A. Saad S.A. Woen E.L. Ali S.M. Ulla N. The impact of manufactured sand (m-sand) as partially and fully replacement of fine aggregate in concrete |
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Nadimalla A. |
title |
The impact of manufactured sand (m-sand) as partially and fully replacement of fine aggregate in concrete |
title_short |
The impact of manufactured sand (m-sand) as partially and fully replacement of fine aggregate in concrete |
title_full |
The impact of manufactured sand (m-sand) as partially and fully replacement of fine aggregate in concrete |
title_fullStr |
The impact of manufactured sand (m-sand) as partially and fully replacement of fine aggregate in concrete |
title_full_unstemmed |
The impact of manufactured sand (m-sand) as partially and fully replacement of fine aggregate in concrete |
title_sort |
impact of manufactured sand (m-sand) as partially and fully replacement of fine aggregate in concrete |
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ASTES Publishers |
publishDate |
2023 |
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1806427568995303424 |
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13.214268 |