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dc.contributor.authorGanesan, H.en
dc.contributor.authorSachdeva, A.en
dc.contributor.authorPetrounias, P.en
dc.contributor.authorLampropoulou, P.en
dc.contributor.authorSharma, P. K.en
dc.contributor.authorKumar, A.en
dc.date.accessioned2024-04-05T16:19:28Z-
dc.date.available2024-04-05T16:19:28Z-
dc.date.issued2023-
dc.identifier.citationGanesan, H, Sachdeva, A, Petrounias, P, Lampropoulou, P, Sharma, PK & Kumar, A 2023, 'Impact of Fine Slag Aggregates on the Final Durability of Coal Bottom Ash to Produce Sustainable Concrete', Sustainability, Том. 15, № 7, 6076. https://doi.org/10.3390/su15076076harvard_pure
dc.identifier.citationGanesan, H., Sachdeva, A., Petrounias, P., Lampropoulou, P., Sharma, P. K., & Kumar, A. (2023). Impact of Fine Slag Aggregates on the Final Durability of Coal Bottom Ash to Produce Sustainable Concrete. Sustainability, 15(7), [6076]. https://doi.org/10.3390/su15076076apa_pure
dc.identifier.issn2071-1050-
dc.identifier.otherFinal2
dc.identifier.otherAll Open Access, Gold3
dc.identifier.otherhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85152521299&doi=10.3390%2fsu15076076&partnerID=40&md5=90f6066aa5eec9622d5acf955249eb591
dc.identifier.otherhttps://www.mdpi.com/2071-1050/15/7/6076/pdf?version=1680264523pdf
dc.identifier.urihttp://elar.urfu.ru/handle/10995/130386-
dc.description.abstractIn the current investigation is presented the prospective substitution of cement and fine aggregates with fine slag material (Alccofine 1203) and coal bottom ash, respectively. The investigation was carried out in two steps, viz. Phase I and Phase II. In Phase I, a control mix was designed with basic ingredients of concrete, and then fine aggregates were partially replaced with five percentages (10%, 20%, 30%, 40% and 50%) of coal bottom ash (CBA). To improve the characteristics of coal bottom ash concrete mixtures, ultra-fine slag material, i.e., Alccofine 1203 (an innovative ultra-fine slag material, low calcium silicate, which offers reduced water demand depending upon the concrete performance) was used as a partial replacement of cement. In Phase II, the inspected effect of replacing 5%, 10%, 15% and 20% cement with Alccofine, a concrete mix containing 40% coal bottom ash, on concrete properties such as workability, compressive strength, split tensile strength, flexural strength, pulse velocity, rapid chloride penetration along with a microstructural analysis using SEM was studied. It was concluded from cost analysis that the 15% replacement of cement with ultra-fine material Alccofine in 40% coal bottom ash concrete achieved the properties of high-strength concrete, with an 8.14% increase in cost compared to the control increase. The significance of this work lies in the fact that we achieved a high-strength concrete by using 40% industrial waste, i.e., coal bottom ash, as a partial replacement of fine aggregates in combination with the 15% Alccofine inclusion as a partial replacement of cement. About 58% improvement in compressive strength was recorded for 40% coal bottom ash and 15% Alccofine mix. © 2023 by the authors.en
dc.format.mimetypeapplication/pdfen
dc.language.isoenen
dc.publisherMDPIen
dc.rightsinfo:eu-repo/semantics/openAccessen
dc.rightscc-byother
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/unpaywall
dc.sourceSustainability2
dc.sourceSustainability (Switzerland)en
dc.subjectALCCOFINEen
dc.subjectCOAL BOTTOM ASHen
dc.subjectCOMPRESSIVE STRENGTHen
dc.subjectDURABILITY OF CONCRETEen
dc.subjectFINE AGGREGATESen
dc.subjectAGGREGATEen
dc.subjectBOTTOM ASHen
dc.subjectCOALen
dc.subjectCOMPRESSIVE STRENGTHen
dc.subjectCONCRETEen
dc.subjectDURABILITYen
dc.subjectSLAGen
dc.subjectSUSTAINABILITYen
dc.titleImpact of Fine Slag Aggregates on the Final Durability of Coal Bottom Ash to Produce Sustainable Concreteen
dc.typeArticleen
dc.typeinfo:eu-repo/semantics/articleen
dc.type|info:eu-repo/semantics/publishedVersionen
dc.identifier.doi10.3390/su15076076-
dc.identifier.scopus85152521299-
local.contributor.employeeGanesan, H., Department of Mechanical Engineering, Sri Ranganathar Institute of Engineering and Technology, Tamil Nadu, Coimbatore, 641110, Indiaen
local.contributor.employeeSachdeva, A., Department of Civil Engineering, Lyallpur Khalsa College, Technical Campus, Punjab, Jalandhar, 144001, Indiaen
local.contributor.employeePetrounias, P., Section of Earth Materials, Department of Geology, University of Patras, Patras, 26504, Greeceen
local.contributor.employeeLampropoulou, P., Section of Earth Materials, Department of Geology, University of Patras, Patras, 26504, Greeceen
local.contributor.employeeSharma, P.K., School of Civil Engineering, Lovely Professional University, Punjab, Phagwara, 144011, Indiaen
local.contributor.employeeKumar, A., Department of Nuclear and Renewable Energy, Ural Federal University Named after the First President of Russia Boris Yeltsin, Ekaterinburg, 620002, Russian Federationen
local.issue7-
local.volume15-
dc.identifier.wos000970442400001-
local.contributor.departmentDepartment of Mechanical Engineering, Sri Ranganathar Institute of Engineering and Technology, Tamil Nadu, Coimbatore, 641110, Indiaen
local.contributor.departmentDepartment of Civil Engineering, Lyallpur Khalsa College, Technical Campus, Punjab, Jalandhar, 144001, Indiaen
local.contributor.departmentSection of Earth Materials, Department of Geology, University of Patras, Patras, 26504, Greeceen
local.contributor.departmentSchool of Civil Engineering, Lovely Professional University, Punjab, Phagwara, 144011, Indiaen
local.contributor.departmentDepartment of Nuclear and Renewable Energy, Ural Federal University Named after the First President of Russia Boris Yeltsin, Ekaterinburg, 620002, Russian Federationen
local.identifier.pure37494264-
local.description.order6076-
local.identifier.eid2-s2.0-85152521299-
local.identifier.wosWOS:000970442400001-
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