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Technical and economic feasibility of ceramic waste as a coarse concrete aggregate

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dc.contributor.advisorAcosta Maya, Diego Andrés
dc.contributor.advisorBuiles Toro, Santiago
dc.contributor.authorPérez Trujillo, Laura
dc.contributor.authorGil González, María Camila
dc.coverage.spatialMedellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degreeseng
dc.creator.emaillala-perez@hotmail.comspa
dc.creator.emailmcgil353@gmail.comspa
dc.date.accessioned2019-07-17T21:39:06Z
dc.date.available2019-07-17T21:39:06Z
dc.date.issued2018
dc.description.abstractThe production of solid waste continues to increment over the world. In Colombia waste generation grew 13% in only 6 years. This has led to a sanitary landfill crisis in various municipalities, like Medellín, where its main landfill La Pradera has only 7 years of lifespan and no current backup plan. This has created a massive necessity for alternative ways to waste reutilization and development into a circular economy. One of the industries present in the Valle de Aburrá is GAMMA, a ceramic insulator producer, for which approximately 10% of the monthly production is waste. Ceramic waste can be very harmful to the environment causing high concentration of Magnesium or Iron in the soil, also its degradation can take thousands of years. The infrastructure sector is one of the main factors in the economy, where concrete is a raw material with a great potential for residue reutilization. Eco-efficient concretes made from ceramic waste have been studied and shown to be compliant regarding compressive resistance demanded by standards (BS EN 12390-6:2001) [1]. In this study, ceramic electrical insulators are used as a coarse aggregate in concrete manufacturing for different substitution percentages of coarse aggregate (0%, 25%, 50%, 75% and 100%). Our results confirm the performance potential and the economic viability of the material for the proposed scenarios when compared to conventional concrete. The 25% of coarse aggregate replacement was the only mixture compliant with Colombian standards having an average compressive resistance of 28.05 MPa after 28-day of setting. For both the modified and conventional concrete, the workability results were 7cm within the required range of 2,5 and 7,5cm for structural concrete.spa
dc.description.degreelevelTrabajospa
dc.description.degreenameIngeniero(a) de Procesosspa
dc.format.mimetypeapplication/pdf
dc.identifier.ddc624.183 P438
dc.identifier.instnameinstname:Universidad EAFIT
dc.identifier.reponamereponame:Repositorio Institucional Universidad EAFIT
dc.identifier.repourlrepourl:https://repository.eafit.edu.co
dc.identifier.urihttps://hdl.handle.net/10784/13676
dc.language.isospa
dc.publisherUniversidad EAFITspa
dc.publisher.departmentDepartamento de Ingeniería Procesosspa
dc.publisher.facultyEscuela de Ingenieríaspa
dc.publisher.placeMedellínspa
dc.publisher.programIngeniería de Procesosspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccess
dc.rights.coarhttp://purl.org/coar/access_right/c_abf2
dc.rights.localAcceso abiertospa
dc.subjectResiduos cerámicosspa
dc.subject.lembMATERIALES COMPUESTOSspa
dc.subject.lembRESIDUOS SÓLIDOSspa
dc.subject.lembTRATAMIENTO DE RESIDUOSspa
dc.subject.lembHORMIGÓN ARMADOspa
dc.titleTechnical and economic feasibility of ceramic waste as a coarse concrete aggregate
dc.typeinfo:eu-repo/semantics/bachelorThesis
dc.type.coarhttp://purl.org/coar/resource_type/c_7a1f
dc.type.coarversionhttp://purl.org/coar/version/c_ab4af688f83e57aa
dc.type.localTrabajo de gradospa
dc.type.redcolhttp://purl.org/redcol/resource_type/TP
dc.type.versioninfo:eu-repo/semantics/acceptedVersion
dspace.entity.typePublication

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