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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Main Authors: Abu Bakar, Mohd Najmudin (Author), Abdul Kudus, Sakhiah (Author), Mustaffa, Nur Kamaliah (Author), Jamadin, Adiza (Author), Abbas, Hasan Ali (Author), Hassan, Rohana (Author), Kamaruddin, Nadia (Author)
Format: Book
Published: Faculty of Mechanical Engineering Universiti Teknologi MARA (UiTM), 2023-04.
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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 
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