Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.12394/17890
Title: Development and evaluation of sustainable concrete: Effect of coffee husk ash and pineapple fiber on mechanical properties
Other Titles: Desarrollo y evaluación de concreto sostenible: Efecto de la ceniza de cáscara de café y la fibra de piña en las propiedades mecánicas
Authors: Grados Hinojosa, Ariana Nicole
Romero Jimenez, Jheny Zenaida
Quispe Sedano, Maria Estela
Lengua Fernandez, Marko Antonio
metadata.dc.contributor.advisor: Lengua Fernandez, Marko Antonio
Keywords: Ingeniería civil
civil Engineering
Proyectos de construcción
Construction projects
Cenizas
ashes
ashes
coffee
Publisher: Universidad Continental.
Issue Date: 2025
metadata.dc.date.available: 23-Aug-2025
Citation: Grados, 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/20.500.12394/17890
Abstract: The 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.
Extension: 3 páginas.
metadata.dc.rights.accessRights: Acceso abierto
metadata.dc.source: Universidad Continental
Repositorio Institucional - Continental
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IV_FIN_105_TE_Grados_Romero_Quispe_Lengua_2025.pdfGrados Hinojosa, Ariana Nicole; Romero Jimenez, Jheny Zenaida; Quispe Sedano, Maria Estela; Lengua Fernandez, Marko Antonio706.53 kBAdobe PDF
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IV_FIN_105_Autorización_2025.pdf
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Informe_Turnitin.pdf
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