Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.12394/17635
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dc.contributor.advisorLengua Fernández, Marko Antonioes_PE
dc.contributor.authorQuispe Quispe, Gabriela Koralyes_PE
dc.contributor.authorAparco Pocamucha, Mishel Claudiaes_PE
dc.contributor.authorInga Huaire, Job Miquiases_PE
dc.contributor.authorLengua Fernandez, Marko Antonioes_PE
dc.date.accessioned2025-07-03T20:49:00Z-
dc.date.available2025-07-03T20:49:00Z-
dc.date.issued2025-
dc.identifier.citationQuispe, G., Aparco, M., Inga, J. & Lengua, M. (2025). Evaluation of the Performance of Permeable Concrete Reinforced with Natural Agave and Bamboo Fibers for Urban Flood Mitigation in Huancayo [Tesis de licenciatura, Universidad Continental]. Repositorio Institucional Continental. https://repositorio.continental.edu.pe/handle/20.500.12394/17635es_PE
dc.identifier.urihttps://hdl.handle.net/20.500.12394/17635-
dc.description.abstractUrban flooding is a growing challenge in cities worldwide, aggravated by climate change, inadequate infrastructure, and rapid urbanization. In Huancayo, Peru, streets such as Jirón Angaraes, Tarapacá, and Bolognesi are prone to recurrent flooding, leading to significant disruptions in daily life and deterioration of rigid pavements. This study aims to develop an innovative, sustainable solution to mitigate urban flooding by creating a permeable concrete mixture infused with natural fibers from agave (A) and bamboo (B). These fibers are incorporated to enhance both the drainage efficiency and the structural integrity of the concrete. The study examines various fiber dosages (0.4% - 1.2%) and their effects on the mechanical properties and permeability of the concrete, using cylindrical and beam specimens tested for compressive strength, flexural strength, and permeability at different curing stages (7, 14, and 28 days). The results demonstrated a synergistic effect between bamboo and agave fibres, significantly improving the mechanical strength and permeability of the concrete, making it more effi cient for water management. The optimal mix, composed of 0.8% agave fibres and 0.4% bamboo fibres, achieved a compressive strength of 242.06 kg/cm² and a permeability of 1.167 cm/s, achieving an ideal balance between durability and permeability that offers an innovative solution to address urban flooding. These results highlight that the incorporation of natural fibres in pervious concrete not only provides an environmentally friendly alternative to conventional materials, but also contributes to the development of resilient infrastructure. This scalable and sustainable approach has the potential to be applied in other vulnerable regions globally, establishing itself as a valuable contribution to the field of civil eng ineering and urban resilience.es_PE
dc.formatapplication/pdfes_PE
dc.format.extent18 páginas.es_PE
dc.language.isoenges_PE
dc.publisherUniversidad Continental.es_PE
dc.relationhttps://www.scopus.com/record/display.uri?eid=2-s2.0-105000194231&origin=resultslist&sort=plf- f&src=s&sot=b&sdt=b&s=DOI%2810.13189%2Fcea.2025.130231%29 / 10.13189/cea.2025.130231es_PE
dc.rightsinfo:eu-repo/semantics/restrictedAccesses_PE
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/es_PE
dc.sourceUniversidad Continentales_PE
dc.sourceRepositorio Institucional - Continentales_PE
dc.subjectBambúes_PE
dc.subjectBambooes_PE
dc.subjectPermeabilidades_PE
dc.subjectPermeabilityes_PE
dc.subjectConcretoes_PE
dc.subjectConcretees_PE
dc.titleEvaluation of the Performance of Permeable Concrete Reinforced with Natural Agave and Bamboo Fibers for Urban Flood Mitigation in Huancayoes_PE
dc.title.alternativeEvaluación del rendimiento del concreto permeable reforzado con fibras naturales de agave y bambú para la mitigación de inundaciones urbanas en Huancayoes_PE
dc.typeinfo:eu-repo/semantics/bachelorThesises_PE
dc.rights.licenseAttribution 4.0 International (CC BY 4.0)es_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.journalHorizon Research Publishinges_PE
dc.identifier.doihttps://doi.org/10.13189/cea.2025.130231-
dc.subject.ocdehttps://purl.org/pe-repo/ocde/ford#2.01.01es_PE
renati.advisor.dni09646072-
renati.advisor.orcidhttps://orcid.org/0000-0003-1799-9319es_PE
renati.author.dni76863512-
renati.author.dni60981409-
renati.author.dni80614212-
renati.author.dni09646072-
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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