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dc.contributor.authorHurtado-Figueroa, Oswaldo
dc.contributor.authorRojas Suárez, Jhan Piero
dc.contributor.authorCárdenas-Gutiérrez, Javier Alfonso
dc.date.accessioned2021-11-23T15:01:21Z
dc.date.available2021-11-23T15:01:21Z
dc.date.issued2018-11-29
dc.identifier.urihttp://repositorio.ufps.edu.co/handle/ufps/1275
dc.description.abstractA non-structural concrete mix was elaborated with a resistance of 14.5 Megapascals under the parameters indicated in the American Concrete Institute (ACI), ASTM and the Colombian Technical Standards (NTC). Six mixing cylinders were made with the concrete mix to test their mechanical resistance using the compressive resistance test, 3 were tested on day 7 and the 3 left were tested on day 28, the tests were performed in the IBERFEST machine, located in the laboratory of resistance of materials of the University Francisco de Paula Santander in the city of Cucuta, Colombia. The results were averaged to obtain the data of interest. Hospital solid waste was treated and processed in the Ecosteryl machine 250C, located in the environmental technology park Guayabal, Cucuta. The processes for the treatment of the waste material were performed under the established procedures in the Colombian decree 2676 of 2000. Taking particles, no bigger than 20mm of waste material, 2.5, 5 and 7.5% of the total stony aggregate used for the elaboration of the non-structural concrete was replaced, each of the 3 percentages were used for the elaboration of the 6-cylinder mixes (2 of each). The cylinders were tested on days 7 and 28 using the same procedure implemented to the mix of non-structural concrete. With the data obtained from the tests a comparative analysis was performed, identifying the presented characteristics of each.eng
dc.format.extent09 páginasspa
dc.format.mimetypeapplication/pdfspa
dc.language.isoengspa
dc.publisherContemporary Engineering Sciencesspa
dc.relation.ispartofContemporary Engineering Sciences
dc.rights© 2018 Oswaldo Hurtado-Figueroa et al.eng
dc.sourcehttp://www.m-hikari.com/ces/ces2018/ces97-100-2018/810545.htmlspa
dc.titleImplementation of hospital waste replacing stony aggregates in non-structural concrete mixes of low resistanceeng
dc.typeArtículo de revistaspa
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dcterms.referencesAmerican Society for Testing and Materials (ASTM) 2004, Standard Practice for Making and Curing Concrete Test Specimens in the Field, ASTM C31 (USA: American Society for Testing and Materials).spa
dcterms.referencesAmerican Society for Testing and Materials (ASTM) 2004, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, ASTM C39 (USA: American Society for Testing and Materials).spa
dcterms.referencesColombian Technical Standard (NTC) 1966, Portland Cement, NTC30 (COL: Colombian Technical Standard).spa
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dcterms.referencesColombian Technical Standard (NTC) 1982, Civil engineering and architecture. Portland cement. Chemical specifications, NTC321 (COL: Colombian Technical Standard).spa
dcterms.referencesColombian Technical Standard (NTC) 2007, Standard test method for sieve analysis of fine and coarse aggregates, NTC77 (COL: Colombian Technical Standard).spa
dcterms.referencesColombian Technical Standard (NTC) 1995, Standard test method for unit weight and voids in aggregates, NTC92 (COL: Colombian Technical Standard).spa
dcterms.referencesColombian Technical Standard (NTC) 1995, Standard test method for specific gravity and absortion of coarse aggregate, NTC176 (COL: Colombian Technical Standard).spa
dcterms.referencesAmerican Society for Testing and Materials (ASTM) 2003, Specification for concrete aggregates, ASTM C33(USA: American Society for Testing and Materials).spa
dcterms.referencesColombian Technical Standard (NTC) 2001, Concrete water for making concrete, NTC3459 (COL: Colombian Technical Standard).spa
dcterms.referencesPresidential Decree of Colombia (2676) 2000, Comprehensive management of hospital and similar waste, decree 2676 of 2000 (COL: Presidency of the Republic of Colombia).spa
dc.identifier.doihttps://doi.org/10.12988/ces.2018.810545
dc.publisher.placeBulgariaspa
dc.relation.citationeditionVol.11 No.100.(2018)spa
dc.relation.citationendpage4993spa
dc.relation.citationissue100(2018)spa
dc.relation.citationstartpage4985spa
dc.relation.citationvolume11spa
dc.relation.citesHurtado-Figueroa, O., Rojas-Suarez, J. P., & Cárdenas-Gutiérrez, J. A. (2018). Implementation of Hospital Waste Replacing Stony Aggregates in Non-Structural Concrete Mixes of Low Resistance. Contemporary Engineering Sciences, 11(100), 4985-4993.
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.proposalWasteeng
dc.subject.proposalConcreteeng
dc.subject.proposalResistanceeng
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
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oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
dc.type.versioninfo:eu-repo/semantics/publishedVersionspa


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