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Application of sugarcane ash as an additional cementitious material in concrete

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dc.contributor.authorItam Z.en_US
dc.contributor.authorMuhammad Mubin Shaikh Ahmad Fadzil S.en_US
dc.contributor.authorSyamsir A.en_US
dc.contributor.authorZainoodin M.en_US
dc.contributor.authorBeddu S.en_US
dc.contributor.authorid55102723400en_US
dc.contributor.authorid57816570300en_US
dc.contributor.authorid57195320482en_US
dc.contributor.authorid57202388764en_US
dc.contributor.authorid55812080500en_US
dc.date.accessioned2023-05-29T09:40:13Z
dc.date.available2023-05-29T09:40:13Z
dc.date.issued2022
dc.descriptionAgricultural wastes; Agriculture; Compression testing; Concrete aggregates; Light weight concrete; Mortar; Waste disposal; Cementitious materials; Clay aggregates; Concrete/mortar; Fiber materials; Industrial zones; Lightweight concrete; Mix proportions; Rural and urban; Static loads; Sugarcane ash; Compressive strengthen_US
dc.description.abstractThe use of agricultural materials has increased in demand as of years progress in both rural and urban industrial zones. Hence, the disposal of agricultural waste of fibre materials increased in environment. The concrete structures made from cementitious materials often defected from settlements and static loads. Furthermore, the sugarcane fibres commonly tossed as wastes led to pollution in the environment. In this research, sugarcane was processed and burned at 500 �C into sugarcane ash (SCA) and implemented in the mix proportion of lightweight concrete and concrete mortars. Lightweight concrete specimens with dimensions 100x100x100-mm were casted according to dosage of SCA at 0%, 5%, 10%, and 15% while a specimen consisting of SCA and lightweight expanded clay aggregate (LECA) at dosage of 15% and 40% respectively. The fineness and consistency tests were performed experimentally through the Blaine air permeability and Vicat apparatus. Moreover, the cube compression test for specimens were performed on a Universal Testing Machine (UTM). The appropriate fineness and consistency results were achieved by specimens with 15% SCA and controlled mortar that at 183.31 m2/kg and 0.35 water-cement ratio, respectively. Additionally, the optimum compressive strength was obtained for specimen with 5% SCA at 32.78 MPa. Overall, both the mechanical and physical properties of the concrete were fully enhanced. � 2022en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1016/j.matpr.2022.06.523
dc.identifier.epage2829
dc.identifier.scopus2-s2.0-85134725167
dc.identifier.spage2824
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85134725167&doi=10.1016%2fj.matpr.2022.06.523&partnerID=40&md5=06dff4fc63fdd9b10e0b11d2e41ef586
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/27149
dc.identifier.volume66
dc.publisherElsevier Ltden_US
dc.sourceScopus
dc.sourcetitleMaterials Today: Proceedings
dc.titleApplication of sugarcane ash as an additional cementitious material in concreteen_US
dc.typeArticleen_US
dspace.entity.typePublication
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