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dc.contributor.authorHurtado-Figueroa, Oswaldo
dc.contributor.authorCárdenas-Gutiérrez, Javier Alfonso
dc.contributor.authorAcevedo Peñaloza, Carlos Humberto
dc.date.accessioned2021-10-31T18:09:32Z
dc.date.available2021-10-31T18:09:32Z
dc.date.issued2018-11-29
dc.identifier.urihttp://repositorio.ufps.edu.co/handle/ufps/548
dc.description.abstractAn experimental character research was carried out. A conventional concrete mixture was made with the mechanical resistance to compression of 17.5 Mpa. The materials used in the concrete mixture were analyzed and selected based on the parameters established in the Colombian Technical Standards and the ASTM International Standards. They were made 6 test cylinders with the mentioned concrete mixture to which, the compressive strength of the concrete was checked it, 3 of them 7 days after they were made and the rest of them 28 days later, respectively. Thereafter, their drying process by immersion, the data thrown by the tests were averaged and tabulated. The Hospital waste solid incinerated and treated by Ecosteryl machine which is located at Guayabal environmental technology park in Cucuta city was collected. The material resulting from the incineration and treatment of the hospital solid waste was selected taking only the particles equal to or less than 20mm resulting from the crushing process by Ecosteryl. With the selected Particulate material, 3 experimental mix designs were made, which 2.5, 5 and 7.5% of the total weight of the natural stone aggregates present in the conventional concrete mixture was replaced. With each experimental mixture made, 6 cylinders were tested at 7 and 28 days, a process carried out in the same way as that implemented in the conventional concrete mix for both tests and data collection and analysis. The comparative tables showed that the experimental mixture I, where 2.5% of the total weight of the aggregate of the conventional concrete mixture was replaced, was the one that obtained the highest compressive strength surpassing the result of the conventional concrete mixture.eng
dc.format.extent10 páginasspa
dc.format.mimetypeapplication/pdfspa
dc.language.isoengspa
dc.publisherContemporary Engineering Sciencesspa
dc.relation.ispartofContemporary Engineering Sciences
dc.rights2018 Oswaldo Hurtado-Figueroa, Javier Cardenas-Gutierrez and Carlos Acevedo-Penaloza. This article is distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.eng
dc.sourcehttp://www.m-hikari.com/ces/ces2018/ces97-100-2018/810546.htmlspa
dc.titleSubstitution of natural stony material aggregates in conventional 17.5 mpa non-structural concrete mixtures by means of percentage addition of hospital solid wasteeng
dc.typeArtículo de revistaspa
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dc.identifier.doihttps://doi.org/10.12988/ces.2018.810546
dc.publisher.placeBulgariaspa
dc.relation.citationeditionVol.11 No.100.(2018)spa
dc.relation.citationendpage5004spa
dc.relation.citationissue100(2018)spa
dc.relation.citationstartpage4995spa
dc.relation.citationvolume11spa
dc.relation.citesHurtado-Figueroa, O., Cardenas-Gutierrez, J., & Acevedo-Peñaloza, C. (2018). Substitution of Natural Stony Material Aggregates in Conventional 17. 5 Mpa Non-Structural Concrete Mixtures by Means of Percentage Addition of Hospital Solid Waste. Contemp. Eng. Sci, 11(100), 4995-5004.
dc.relation.ispartofjournalContemporary Engineering Sciencesspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.creativecommonsAtribución 4.0 Internacional (CC BY 4.0)spa
dc.subject.proposalconcrete mixtureeng
dc.subject.proposalcompressive strengtheng
dc.subject.proposaldrying processeng
dc.subject.proposalEcosteryleng
dc.type.coarhttp://purl.org/coar/resource_type/c_6501spa
dc.type.contentTextspa
dc.type.driverinfo:eu-repo/semantics/articlespa
dc.type.redcolhttp://purl.org/redcol/resource_type/ARTspa
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2spa
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
dc.type.versioninfo:eu-repo/semantics/publishedVersionspa


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