The Relation of Compression Strength with Modulus of Rupture and UPV of Concrete Containing M-sand as Fine Aggregate
The impact of Manufacture sand on UPV, compression strength and modulus of rupture has been experimentally investigated and discussed in this paper. Concrete grade 30 (30Mpa) were produced with different percentage of M sand substitution ranging from 25%, 50%, 75% and 100% by volume were selected as...
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my.uniten.dspace-256732023-05-29T16:12:33Z The Relation of Compression Strength with Modulus of Rupture and UPV of Concrete Containing M-sand as Fine Aggregate Nadimalla A. Masjuki S.A. Saad S.A. Ali M. Norhisham S. 57207766980 57205237952 57190063308 57115742100 54581400300 The impact of Manufacture sand on UPV, compression strength and modulus of rupture has been experimentally investigated and discussed in this paper. Concrete grade 30 (30Mpa) were produced with different percentage of M sand substitution ranging from 25%, 50%, 75% and 100% by volume were selected as concrete mix design in this project. The strength for different percentage of M-sand incorporation was measured by the destructive test which are compression strength test and modulus of rupture test and nondestructive test which is UPV test for curing ages of 90, 28 and 7 days. Furthermore, the highest compression strength of concrete and modulus of rupture was found on the 90th day containing a proportion of 75% of M-sand as a substitution for natural fine aggregate. A novel empirical equations 1 & 4 are proposed for the relation of compression strength with the modulus of rupture and UPV. � 2020 ASTES Publishers. All rights reserved. Final 2023-05-29T08:12:33Z 2023-05-29T08:12:33Z 2020 Article 10.25046/aj050506 2-s2.0-85091002928 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85091002928&doi=10.25046%2faj050506&partnerID=40&md5=53a1d560946eac6601cb2a0fbcaf74bf https://irepository.uniten.edu.my/handle/123456789/25673 5 5 39 46 All Open Access, Gold ASTES Publishers Scopus |
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The impact of Manufacture sand on UPV, compression strength and modulus of rupture has been experimentally investigated and discussed in this paper. Concrete grade 30 (30Mpa) were produced with different percentage of M sand substitution ranging from 25%, 50%, 75% and 100% by volume were selected as concrete mix design in this project. The strength for different percentage of M-sand incorporation was measured by the destructive test which are compression strength test and modulus of rupture test and nondestructive test which is UPV test for curing ages of 90, 28 and 7 days. Furthermore, the highest compression strength of concrete and modulus of rupture was found on the 90th day containing a proportion of 75% of M-sand as a substitution for natural fine aggregate. A novel empirical equations 1 & 4 are proposed for the relation of compression strength with the modulus of rupture and UPV. � 2020 ASTES Publishers. All rights reserved. |
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57207766980 |
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57207766980 Nadimalla A. Masjuki S.A. Saad S.A. Ali M. Norhisham S. |
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Article |
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Nadimalla A. Masjuki S.A. Saad S.A. Ali M. Norhisham S. |
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Nadimalla A. Masjuki S.A. Saad S.A. Ali M. Norhisham S. The Relation of Compression Strength with Modulus of Rupture and UPV of Concrete Containing M-sand as Fine Aggregate |
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Nadimalla A. |
title |
The Relation of Compression Strength with Modulus of Rupture and UPV of Concrete Containing M-sand as Fine Aggregate |
title_short |
The Relation of Compression Strength with Modulus of Rupture and UPV of Concrete Containing M-sand as Fine Aggregate |
title_full |
The Relation of Compression Strength with Modulus of Rupture and UPV of Concrete Containing M-sand as Fine Aggregate |
title_fullStr |
The Relation of Compression Strength with Modulus of Rupture and UPV of Concrete Containing M-sand as Fine Aggregate |
title_full_unstemmed |
The Relation of Compression Strength with Modulus of Rupture and UPV of Concrete Containing M-sand as Fine Aggregate |
title_sort |
relation of compression strength with modulus of rupture and upv of concrete containing m-sand as fine aggregate |
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ASTES Publishers |
publishDate |
2023 |
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1806427895980097536 |
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13.214268 |