Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.12394/18043
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dc.contributor.advisorPorras Olarte, Randoes_PE
dc.contributor.authorSuri Paredez, Beatriz Paolaes_PE
dc.contributor.authorAltamirano Huerto, Rosmery Daliaes_PE
dc.contributor.authorBernaola Bernaola, Frank Anthonyes_PE
dc.contributor.authorPorras Olarte, Randoes_PE
dc.date.accessioned2025-09-24T22:37:12Z-
dc.date.available2025-09-24T22:37:12Z-
dc.date.issued2025-
dc.identifier.citationSuri, B., Altamirano, R., Bernaola, F., & Porras, R. (2025). Influence of cocoa cob fibre on the durability and performance of high-strength concrete [Tesis de licenciatura, Universidad Continental]. Repositorio Institucional Continental. https://repositorio.continental.edu.pe/handle/20.500.12394/18043es_PE
dc.identifier.urihttps://hdl.handle.net/20.500.12394/18043-
dc.description.abstractThe increased traffic on road infrastructure has led to higher maintenance costs, particularly for flexible pavements, while rigid pavements, despite their greater durability, require significant initial investment. In Latin America, rigid pavements are preferred for their long-term cost-effectiveness, but they can deteriorate over time. To address these challenges, this study investigates the use of cocoa pod fibers as a natural admixture in concrete to improve its mechanical, thermal, and workability properties, and ultimately enhance the durability of pavements. High-strength concrete (280 kg/cm²) was mixed with cocoa pod fibers at dosages of 0%, 1%, 2%, 3%, and 4%. Key tests, including slump, unit weight, air content, compressive strength, and flexural strength, were conducted. The results revealed significant improvements in workability and mechanical performance, especially at dosages of 1% and 2%. These dosages provided an optimal balance between strength, flexibility, and cost-efficiency, making the concrete suitable for rigid pavement applications. Furthermore, the incorporation of 4% cocoa pod fiber resulted in a 2.32%. Thermal properties were also enhanced, with the addition of 2% cocoa pod fiber lowering the temperature by 0.7°C. Compressive strength increased by 15% with 1% fiber, and flexural strength peaked at 36.5 kg/cm² with 2% fiber. The economic analysis revealed that the incorporation of 1% fiber in the concrete generated a 2.19% increase in the unit cost, which is equivalent to an increase of approximately 11.68 soles per cubic meter compared to concrete without admixtures. This additional cost is justified by improvements in mechanical properties, such as higher compressive and flexural strength, as well as improved workability of the concrete.es_PE
dc.formatapplication/pdfes_PE
dc.format.extent[3] páginases_PE
dc.language.isoenges_PE
dc.publisherUniversidad Continentales_PE
dc.relationhttps://www.hrpub.org/journals/article_info.php?aid=14931es_PE
dc.rightsinfo:eu-repo/semantics/restrictedAccesses_PE
dc.sourceUniversidad Continentales_PE
dc.sourceRepositorio Institucional - Continentales_PE
dc.subjectConcretoes_PE
dc.subjectConcretees_PE
dc.subjectPavimentoses_PE
dc.subjectPavementses_PE
dc.subjectIngeniería civiles_PE
dc.subjectCivil engineeringes_PE
dc.titleInfluence of Cocoa Cob Fibre on the Durability and Performance of High-Strength Concretees_PE
dc.title.alternativeInfluencia de la fibra de mazorca de cacao en la durabilidad y el rendimiento del concreto de alta resistenciaes_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.2025.130327-
dc.subject.ocdehttps://purl.org/pe-repo/ocde/ford#2.01.00es_PE
renati.advisor.dni20119788-
renati.advisor.orcidhttps://orcid.org/0000-0001-6485-3852es_PE
renati.author.dni70786608-
renati.author.dni77215439-
renati.author.dni73960263-
renati.author.dni20119788-
renati.discipline732016es_PE
renati.levelhttps://purl.org/pe-repo/renati/level#tituloProfesionales_PE
renati.typehttps://purl.org/pe-repo/renati/type#tesises_PE
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_PE
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