このアイテムの引用には次の識別子を使用してください: https://hdl.handle.net/20.500.12394/17890
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dc.contributor.advisorLengua Fernandez, Marko Antonioes_PE
dc.contributor.authorGrados Hinojosa, Ariana Nicolees_PE
dc.contributor.authorRomero Jimenez, Jheny Zenaidaes_PE
dc.contributor.authorQuispe Sedano, Maria Estelaes_PE
dc.contributor.authorLengua Fernandez, Marko Antonioes_PE
dc.date.accessioned2025-08-23T00:35:37Z-
dc.date.available2025-08-23T00:35:37Z-
dc.date.issued2025-
dc.identifier.citationGrados, A., Romero, J., Quispe, M., & Lengua, M. (2025). Development and evaluation of sustainable concrete: Effect of coffee husk ash and pineapple fiber on mechanical properties [Artículo]. Civil Engineering and Architecture,. 13(3): 1840-1857.https://repositorio.continental.edu.pe/handle/20.500.12394/17890es_PE
dc.identifier.urihttps://hdl.handle.net/20.500.12394/17890-
dc.description.abstractThe improvement of concrete properties is critical for advancing sustainable construction materials, and this study introduces an innovative approach to achieve this by repurposing agroindustrial waste. Peru faces a growing environmental challenge due to the vast amounts of agricultural residues generated, particularly from coffee and pineapple production. This research demonstrates how coffee husk ash (CHA) and pineapple fiber (FHP) can be effectively incorporated into concrete to enhance its mechanical performance while addressing waste management issues. The experimental program focused on developing a concrete mix with a target strength of 210 kg/cm², integrating CHA and FHP as sustainable additives. These materials underwent specific pre-treatment processes — drying, calcination, and sieving for CHA, and drying and cutting for FHP — before being introduced into the mix in varying proportions. The mechanical properties of the modified concrete, including compressive, tensile, and flexural strengths, were evaluated through rigorous testing. Results revealed that an optimal combination of 1.60% CHA and 1.10% FHP significantly enhanced the concrete’s performance, achieving a compressive strength of 271.55 kg/cm², a tensile strength of 32.71 kg/cm², and a flexural strength of 82.81 kg/cm² at 28 days. These improvements represent a remarkable leap in material strength compared to standard concrete. However, excessive dosages of additives led to slight declines in performance, emphasizing the importance of dosage optimization. This study highlights the dual benefits of incorporating agroindustrial waste into concrete: improving the mechanical properties of construction materials and contributing to environmental sustainability. By transforming waste into valuable resources, the research provides a practical and scalable solution for the construction industry, aligning with circular economy principles. The findings offer a roadmap for future innovations in sustainable construction, showcasing the potential to revolutionize concrete design while mitigating environmental impacts.es_PE
dc.formatapplication/pdfes_PE
dc.format.extent3 páginas.es_PE
dc.language.isospaes_PE
dc.publisherUniversidad Continental.es_PE
dc.rightsinfo:eu-repo/semantics/restrictedAccesses_PE
dc.sourceUniversidad Continentales_PE
dc.sourceRepositorio Institucional - Continentales_PE
dc.subjectIngeniería civiles_PE
dc.subjectcivil Engineeringes_PE
dc.subjectProyectos de construcciónes_PE
dc.subjectConstruction projectses_PE
dc.subjectCenizases_PE
dc.subjectasheses_PE
dc.subjectasheses_PE
dc.subjectcoffeees_PE
dc.titleDevelopment and evaluation of sustainable concrete: Effect of coffee husk ash and pineapple fiber on mechanical propertieses_PE
dc.title.alternativeDesarrollo y evaluación de concreto sostenible: Efecto de la ceniza de cáscara de café y la fibra de piña en las propiedades mecánicases_PE
dc.typeinfo:eu-repo/semantics/bachelorThesises_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.subject.ocdehttps://purl.org/pe-repo/ocde/ford#2.01.01es_PE
renati.advisor.dni*09646072-
renati.advisor.orcidhttps://orcid.org/0000-0003-1799-9319es_PE
renati.author.dni74350383-
renati.author.dni76605203-
renati.author.dni72682076-
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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