Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.12394/13288
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dc.contributor.advisorPérez Campomanes, Giovenees_PE
dc.contributor.authorValenzuela Inga, Albert Jorddyes_PE
dc.contributor.authorBenito Zuñiga, Juan Gabrieles_PE
dc.contributor.authorMoggiano Aburto, Nabilt Jilles_PE
dc.contributor.authorCipriano Solis, Raul Arnoldes_PE
dc.contributor.authorGamboa Tolentino, Erick Oswaldoes_PE
dc.contributor.authorJulcarima Espiritu, Abel Maxes_PE
dc.contributor.authorPerez Campomanes, Giovenees_PE
dc.date.accessioned2023-09-06T14:26:57Z-
dc.date.available2023-09-06T14:26:57Z-
dc.date.issued2023-
dc.identifier.citationValenzuela, A., Benito, J., Moggiano, N., Cipriano, R., Gamboa, E., Julcarima, A. y Perez, G. (2023). Sustainable Blocks Reinforced with Agave americana L. Fiber and Its Mechanical Properties. 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/20.500.12394/13288-
dc.description.abstractThe study of sustainable construction materials is getting attention, since the materials must be ecological, recyclable and renewable to generate a positive impact on the environment as a substitute for the construction materials currently used in rural areas of Huancayo. The objective of this research is to determine a sustainable material with resistant mechanical properties, such as reinforced blocks with Agave americana L fiber. The block components were sand, clay and silt, in order to evaluate its behavior, 5 dosages of fiber were proposed: 0%, 0.25%, 0.5%, 0.75% and 1%, these were expressed with respect to the total weight of the sample, on the other hand, the fiber used was cut to obtain a length of 25mm. Strengths were evaluated using the simple compression method, the Brazilian diametral compression tensile method and the modulus of rupture method. The result for the most optimum compressive strength was given when using the dosage of 0.25% of agave fiber increasing by 13.39% (2.54MPa), while, the tensile strength increased by 39.13% (0.32MPa) using 1% of agave fiber, finally an increase of 14.29% (1.44MPa) was obtained in the flexural strength with 0.5% of Agave americana L. fiber. It concludes that the use of Agave americana L. fiber improved the mechanical strength of blocks, setting an optimum addition of 0.25% of fiber.es_PE
dc.formatapplication/pdfes_PE
dc.format.extentp. 2072-2086es_PE
dc.language.isoenges_PE
dc.publisherUniversidad Continentales_PE
dc.relationhttps://www.hrpub.org/journals/article_info.php?aid=13232es_PE
dc.rightsinfo:eu-repo/semantics/openAccesses_PE
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/es_PE
dc.sourceUniversidad Continentales_PE
dc.sourceRepositorio Institucional - Continentales_PE
dc.subjectLadrilloses_PE
dc.subjectPropiedades mecánicases_PE
dc.titleSustainable Blocks Reinforced with Agave americana L. Fiber and Its Mechanical Propertieses_PE
dc.typeinfo:eu-repo/semantics/bachelorThesises_PE
dc.rights.licenseAttribution 4.0 International (CC BY 4.0)es_PE
dc.rights.accessRightsAcceso abiertoes_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.2023.110428-
dc.subject.ocdehttps://purl.org/pe-repo/ocde/ford#2.01.01es_PE
renati.advisor.dni32541429-
renati.advisor.orcidhttps://orcid.org/0000-0003-3515-8935es_PE
renati.author.dni73449915-
renati.author.dni73036727-
renati.author.dni45103226-
renati.author.dni71491319-
renati.author.dni73053659-
renati.author.dni74134266-
renati.author.dni32541429-
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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