Effect of rice-husk as replacement cement on mechanical properties concrete / Mohd Najmudin Helmi Abu Bakar ... [et al.]
The cost of producing concrete has increased, and its effects on the natural environment have become apparent. The ideal solution is to use agro-waste material instead of cement in concrete. This research aims to determine how well RHA works as a cement substitute. At increments of 5%, 10%, and 15%,...
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Format: | Book |
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Faculty of Mechanical Engineering Universiti Teknologi MARA (UiTM),
2023-04.
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LEADER | 00000 am a22000003u 4500 | ||
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001 | repouitm_76876 | ||
042 | |a dc | ||
100 | 1 | 0 | |a Abu Bakar, Mohd Najmudin |e author |
700 | 1 | 0 | |a Abdul Kudus, Sakhiah |e author |
700 | 1 | 0 | |a Mustaffa, Nur Kamaliah |e author |
700 | 1 | 0 | |a Jamadin, Adiza |e author |
700 | 1 | 0 | |a Abbas, Hasan Ali |e author |
700 | 1 | 0 | |a Hassan, Rohana |e author |
700 | 1 | 0 | |a Kamaruddin, Nadia |e author |
245 | 0 | 0 | |a Effect of rice-husk as replacement cement on mechanical properties concrete / Mohd Najmudin Helmi Abu Bakar ... [et al.] |
260 | |b Faculty of Mechanical Engineering Universiti Teknologi MARA (UiTM), |c 2023-04. | ||
500 | |a https://ir.uitm.edu.my/id/eprint/76876/1/76876.pdf | ||
520 | |a The cost of producing concrete has increased, and its effects on the natural environment have become apparent. The ideal solution is to use agro-waste material instead of cement in concrete. This research aims to determine how well RHA works as a cement substitute. At increments of 5%, 10%, and 15%, rice husk was applied in substitute of cement. Compressive and flexural tests were performed on a 100 mm x 100 mm x 100 mm cube and 100 mm x 100 mm x 500 mm prisms with varying percentages of RHA substitution. Findings show that the highest control sample has a compressive strength of 49.83 MPa while t The compressive strength began to drop at 5% RHA substitution. The compressive strength decreased as the percentage of RHA used increased from 10% to 15%. The flexural strength data shows that the 10% RHA has a maximum of 4.90 MPa. The lowest value is 3.85 MPa, and it is only seen from 5% of RHA. Thus, it can be inferred that an RHA replacement level of 5% in cement yields a tremendous increase in compressive strength. | ||
546 | |a en | ||
690 | |a Machine construction (General) | ||
655 | 7 | |a Article |2 local | |
655 | 7 | |a PeerReviewed |2 local | |
787 | 0 | |n https://ir.uitm.edu.my/id/eprint/76876/ | |
787 | 0 | |n https://jmeche.uitm.edu.my | |
856 | 4 | 1 | |u https://ir.uitm.edu.my/id/eprint/76876/ |z Link Metadata |