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Utilising bottom ash from waste-to-energy plants for sustainable cement block production

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dc.contributor.author Tharsan, S
dc.contributor.author Baskaran, K
dc.contributor.editor Mallikarachchi, C
dc.contributor.editor Hettiarachchi, P
dc.contributor.editor Herath, S
dc.contributor.editor Fernando, L
dc.date.accessioned 2023-10-06T02:48:22Z
dc.date.available 2023-10-06T02:48:22Z
dc.date.issued 2023-09-27
dc.identifier.citation ** en_US
dc.identifier.uri http://dl.lib.uom.lk/handle/123/21511
dc.description.abstract Bottom ash emerges as a by-product from the combustion of municipal solid waste in energy generation plants. The global predicament surrounding the management and disposal of bottom ash, an aftermath of waste-to-energy facilities, remains significant. The use of improper disposal methods has engendered substantial health and environmental predicaments, necessitating pragmatic solutions. This research scrutinises the plausibility of harnessing bottom ash as a substitute for fine aggregate, specifically in the context of cement block fabrication. The study meticulously probes into the mechanical, thermal, and durability characteristics of cement blocks that incorporate bottom ash, all while meticulously adhering to guidelines. Establishing a consistent mixture is pivotal; it entails maintaining a volume ratio of 1:6:3 for cement, fine aggregates, and quarry chips, steadfastly retaining a cement-to-water ratio of 0.8. Central to the investigation is the precise crafting of solid cement blocks measuring 300 mm x 100 mm x 150 mm, accomplished through the conventional table vibratory compaction method. The primary thrust of the study involves methodically incorporating varying percentages of bottom ash into the block matrix, progressing incrementally in steps of 10% across a range spanning from 0% to 60%. Critical evaluations of the cement blocks' compressive strength and water absorption capabilities were meticulously undertaken at predefined intervals of 7, 28, and 56 days. Conspicuous trends surfaced, unequivocally establishing a direct correlation: higher proportions of bottom ash invariably led to a commensurate reduction in the density, compressive strength, durability, and specific heat capacity of the resultant cement blocks. Counteractively, water absorption capacity exhibited an incremental rise in tandem with augmented proportions of bottom ash. The findings of the research emphatically suggest that within the purview of modest and intermediate-scale cement block production, tailored for load-bearing walls within residential structures not exceeding four stories, the substitution of a substantial fraction of conventional fine aggregate with scrupulously sieved bottom ash from waste-to-energy plants is thoroughly conceivable. The specific mix proportions meticulously examined within the ambit of this investigation convincingly advocate for the replacement of up to 50% of the fine aggregate with bottom ash. In summative essence, this investigation profoundly underscores the latent potential of repurposing bottom ash a seemingly intricate waste byproduct as a prized resource within the expansive domain of the construction industry. Notably, this approach does not merely address the challenges entailed in inadequately handling bottom ash but also tangibly contributes to sustainable construction practices by effectively mitigating the demand for traditional fine aggregates. While the parameters of this inquiry are judiciously delimited, they form the underpinning for the possibility of wide-ranging future research and innovation, engendering the conscientious utilisation of waste byproducts in forging ecologically attuned construction materials. en_US
dc.language.iso en en_US
dc.publisher Department of Civil Engineering en_US
dc.subject Bottom ash en_US
dc.subject Cement block en_US
dc.subject Strength en_US
dc.subject Water absorption en_US
dc.title Utilising bottom ash from waste-to-energy plants for sustainable cement block production en_US
dc.type Conference-Abstract en_US
dc.identifier.faculty Engineering en_US
dc.identifier.department Department of Civil Engineering en_US
dc.identifier.year 2023 en_US
dc.identifier.conference Civil Engineering Research Symposium 2023 en_US
dc.identifier.place University of Moratuwa, Katubedda, Moratuwa. en_US
dc.identifier.pgnos pp. 57-58 en_US
dc.identifier.proceeding Proceedings of Civil Engineering Research Symposium 2023 en_US
dc.identifier.email baskaran@uom.lk en_US


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  • CERS - 2023 [55]
    Civil Engineering Research Symposium 2023

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