Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.12394/16137
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dc.contributor.advisorPorras Olarte, Randoes_PE
dc.contributor.authorGago Pizarro, Roberto Pieroes_PE
dc.contributor.authorAlcantara Gamboa, Karely Sherlyes_PE
dc.contributor.authorCruz Ochoa, Alcideses_PE
dc.contributor.authorPorras Olarte, Randoes_PE
dc.date.accessioned2025-01-08T16:47:18Z-
dc.date.available2025-01-08T16:47:18Z-
dc.date.issued2024-
dc.identifier.citationGago, R., Alcantara, K., Cruz, A. y Porras, R. (2024). Subgrade Stabilization for Flexible Pavements Employing Recycled Asphalt and Pozzolana. Tesis para optar el título profesional de Ingeniero Civil, Escuela Académico Profesional de Ingeniería Civil, Universidad Continental, Huancayo, Perú.es_PE
dc.identifier.urihttps://hdl.handle.net/20.500.12394/16137-
dc.description.abstractIn the study carried out by the National Institute of Statistics and Informatics (INEI), construction works generated 41.9% of Peru's GDP. 9% of the GDP in Peru, of which provinces such as Huancayo allocated 50 million to the execution of 172 road infrastructures, but for construction and maintenance, asphalt binders are required which produce high emissions of carbon dioxide. In the fight against pollution and the rise of using sustainable materials in the construction of subgrades, a literature review of the materials used to improve the mechanical and physical properties, which is based on this experimental work was carried out. The research carried out the analysis of the stabilisation of subgrade for flexible pavements using recycled asphalt binder (RAP) and pozzolan in the city of Huancayo, for which 10 soil samples were obtained from Ocopilla Avenue. 3 tests were carried out per sample, Moisture content, dry density, California Bearing Ratio (CBR) that were added to the soil samples, RAP percentages of 0, 10, 30% and pozzolana of 0, 5, 15%. These tests were evaluated according to the manual of the Ministry of Transport and Communications (MTC). Finally, after carrying out the respective tests, it was obtained that the dosage of 15% pozzolan and 10% RAP optimised the % CBR and the combination of 15% pozzolan and 30% RAP improved the dry density; while the sample with 30% RAP was able to reduce the moisture content. It is concluded that the use of recycled asphalt and pozzolan has a favourable influence on the bearing capacity of the subgrade for flexible pavements, which is why this research provides researchers with sustainable materials that reduce the cost of construction and have a positive impact on the area of asphalt pavements.es_PE
dc.formatapplication/pdfes_PE
dc.format.extent20 páginases_PE
dc.language.isoenges_PE
dc.publisherUniversidad Continentales_PE
dc.relationhttps://www.hrpub.org/journals/article_info.php?aid=14482es_PE
dc.rightsinfo:eu-repo/semantics/restrictedAccesses_PE
dc.sourceUniversidad Continentales_PE
dc.sourceRepositorio Institucional - Continentales_PE
dc.subjectPavimentos de asfaltoes_PE
dc.subjectIngeniería civiles_PE
dc.titleSubgrade Stabilization for Flexible Pavements Employing Recycled Asphalt and Pozzolana.es_PE
dc.typeinfo:eu-repo/semantics/bachelorThesises_PE
dc.rights.accessRightsAcceso restringidoes_PE
dc.publisher.countryPEes_PE
thesis.degree.nameIngeniero Civiles_PE
thesis.degree.grantorUniversidad Continental. Facultad de Ingeniería.es_PE
thesis.degree.disciplineIngeniería Civiles_PE
thesis.degree.programPregrado presencial regulares_PE
dc.identifier.journalCivil Engineering and Architecturees_PE
dc.identifier.doihttps://doi.org/10.13189/cea.2024.120524-
dc.subject.ocdehttps://purl.org/pe-repo/ocde/ford#2.01.01es_PE
renati.advisor.dni20119788-
renati.advisor.orcidhttps://orcid.org/0000-0001-6485-3852es_PE
renati.author.dni71215198-
renati.author.dni71614058-
renati.author.dni74039673-
renati.author.dni20119788-
renati.discipline732016es_PE
renati.levelhttps://purl.org/pe-repo/renati/level#tituloProfesionales_PE
renati.typehttps://purl.org/pe-repo/renati/type#trabajoDeInvestigaciones_PE
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_PE
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