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Sustainable Energy Recovery From the Malaysian Coal Bottom Ash and the Effects of Fineness in Improving Concrete Properties

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dc.citedby2
dc.contributor.authorBeddu S.en_US
dc.contributor.authorAbd Manan T.S.B.en_US
dc.contributor.authorMohamed Nazri F.en_US
dc.contributor.authorKamal N.L.M.en_US
dc.contributor.authorMohamad D.en_US
dc.contributor.authorItam Z.en_US
dc.contributor.authorAhmad M.en_US
dc.contributor.authorid55812080500en_US
dc.contributor.authorid57219650719en_US
dc.contributor.authorid55195912500en_US
dc.contributor.authorid57217168441en_US
dc.contributor.authorid57200335404en_US
dc.contributor.authorid55102723400en_US
dc.contributor.authorid57200824716en_US
dc.date.accessioned2023-05-29T09:36:17Z
dc.date.available2023-05-29T09:36:17Z
dc.date.issued2022
dc.descriptionCoal; Coal combustion; Curing; Economic analysis; Metal recovery; Particle size; Particle size analysis; Scanning electron microscopy; Silicates; Slags; Tensile strength; Bottom ash; Coal bottom ash; Concrete strentgh property; Economical optimization; Engineering properties; Optimisations; Physicochemical property; Property; Scanning electrons; Splitting-tensile strengths; Compressive strengthen_US
dc.description.abstractThe particle size (�m) of coal bottom ash displayed significant effects on the concrete engineering properties. This research aims to assess the improvement of engineering properties of concrete containing CBA (fineness: 75 and 100��m) known as Mix 75 and Mix 100, and to optimize the percentage of coal bottom ash as supplementary cement materials in concrete. The physicochemical properties of coal bottom ash were analyzed using X-ray fluorescence, X-ray diffraction, particle size distribution (PSD), and a scanning electron microscope. The strength of concrete was determined based on workability and compressive and splitting tensile strengths. The concrete strength improvement was optimized by response surface methodology. The results of the study showed that coal bottom ash was rich in silicates based on the highest peak at 45�. The scanning electron microscope images showed that coal bottom ash has few cenospheres and components of irregular-shaped char particles. The splitting tensile strengths in 28 curing days gradually decreased with an increase in coal bottom ash. The optimal percentage of coal bottom ash in Mix 75 is equivalent to 6% within 45.4 curing days producing 40�MPa of compressive strength. Meanwhile, the optimal percentage of CBA in Mix 100 is equivalent to 12% within 56 curing days producing 50�MPa of compressive strength. The future works needed to extend the experimental observations are the economic analysis and effect of the greenhouse reduction on the usage of CBA in building infrastructure. Copyright � 2022 Beddu, Abd Manan, Mohamed Nazri, Kamal, Mohamad, Itam and Ahmad.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo940883
dc.identifier.doi10.3389/fenrg.2022.940883
dc.identifier.scopus2-s2.0-85140293566
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85140293566&doi=10.3389%2ffenrg.2022.940883&partnerID=40&md5=ed920e46a381b52e60fcae2cf599dd7e
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/26712
dc.identifier.volume10
dc.publisherFrontiers Media S.A.en_US
dc.relation.ispartofAll Open Access, Gold
dc.sourceScopus
dc.sourcetitleFrontiers in Energy Research
dc.titleSustainable Energy Recovery From the Malaysian Coal Bottom Ash and the Effects of Fineness in Improving Concrete Propertiesen_US
dc.typeArticleen_US
dspace.entity.typePublication
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