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dc.contributor.advisorNeyra Torres, José Luis
dc.contributor.authorAguilar Cipriano, Jhan Carlos
dc.date.accessioned2022-07-27T22:14:23Z
dc.date.available2022-07-27T22:14:23Z
dc.date.issued2021-06-30
dc.identifier.citationAguilar, J. C. (2022). Influencia del agregado reciclado en la resistencia a la compresión y el porcentaje de absorción de adoquines peatonales Lima 2020 [Artículo científico de licenciatura, Universidad Privada del Norte]. Repositorio de la Universidad Privada del Norte. https://hdl.handle.net/11537/31048es_PE
dc.identifier.other624.1834 AGUI/I 2022es_PE
dc.identifier.urihttps://hdl.handle.net/11537/31048
dc.description.abstractA systematic review is carried out to determine the influence of recycled aggregate on the properties of concrete designed for pedestrian pavers, selecting highly relevant investigations, filtering them by years, focus and results. Which contribute to make a comparison of results in the properties of resistance to compression and percentage of absorption of pavers subjected to different percentages of replacement of recycled aggregate in its structure, in order to determine the influence, they have on said properties. Through the analysis and synthesis of results, the influence of the recycled aggregate is validated, affecting the decrease in its resistance to compression and the increase in the percentage of absorption. However, taking into account the information presented and based on the statistics, it is valid to conclude that by replacing up to 25% of the coarse aggregate with recycled aggregate, an adequate mixture can be achieved, complying with the parameters estimated by NTP. 399,611 according to their properties. Likewise, it is valid to mention that, at a higher percentage of replacement, the properties vary unfavorablyes_PE
dc.description.uriArtículo científicoes_PE
dc.formatapplication/pdfes_PE
dc.formatapplication/mswordes_PE
dc.language.isospaes_PE
dc.publisherUniversidad Privada del Nortees_PE
dc.rightsinfo:eu-repo/semantics/openAccesses_PE
dc.rightsAtribución-NoComercial-CompartirIgual 3.0 Estados Unidos de América*
dc.rights.urihttps://creativecommons.org/licenses/by-nc-sa/3.0/us/*
dc.sourceUniversidad Privada del Nortees_PE
dc.sourceRepositorio Institucional - UPNes_PE
dc.subjectResistencia a la compresiónes_PE
dc.subjectAbsorciónes_PE
dc.subjectConcretoes_PE
dc.subjectMateriales de construcciónes_PE
dc.subjectReciclajees_PE
dc.subjectAdoquineses_PE
dc.subjectHormigónes_PE
dc.titleInfluencia del agregado reciclado en la resistencia a la compresión y el porcentaje de absorción de adoquines peatonales Lima 2020es_PE
dc.typeinfo:eu-repo/semantics/bachelorThesises_PE
thesis.degree.grantorUniversidad Privada del Norte. Facultad de Ingenieríaes_PE
thesis.degree.levelTítulo Profesionales_PE
thesis.degree.disciplineIngeniería Civiles_PE
thesis.degree.nameIngeniero Civiles_PE
dc.publisher.countryPEes_PE
dc.subject.ocdehttps://purl.org/pe-repo/ocde/ford#2.01.01es_PE
thesis.degree.programPregradoes_PE
dc.description.sedeBreñaes_PE
renati.advisor.dni21454204
renati.advisor.orcidhttps://orcid.org/0000-0002-6470-2998es_PE
renati.author.dni75767734
renati.discipline732016es_PE
renati.jurorVereau Miranda, Edmundo
renati.jurorManturano Chipana, Ruben Kevin
renati.jurorTorres Flores, Marko Antonio
renati.levelhttps://purl.org/pe-repo/renati/level#tituloProfesionales_PE
renati.typehttp://purl.org/pe-repo/renati/type#tesises_PE


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