Development and Evaluation of Sustainable Concrete: Effect of Coffee Husk Ash and Pineapple Fiber on Mechanical Properties

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/cm<sup>2</sup>, 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/cm<sup>2</sup>, a tensile strength of 32.71 kg/cm<sup>2</sup>, and a flexural strength of 82.81 kg/cm<sup>2</sup> 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.

Authors

Publication Details

Journal
Civil Engineering and Architecture
Published
2025-04-08
DOI
https://doi.org/10.13189/cea.2025.130329
Primary Topic
Natural Fiber Reinforced Composites
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Development and Evaluation of Sustainable Concrete: Effect of Coffee Husk Ash and Pineapple Fiber on Mechanical Properties

M. Sedano, Aurora Monserrat Rosano Hinojosa, Jheny Zenaida Romero Jimenez, Marko Antonio Lengua Fernandez
Civil Engineering and Architecture
Natural Fiber Reinforced Composites
article

Development and Evaluation of Sustainable Concrete: Effect of Coffee Husk Ash and Pineapple Fiber on Mechanical Properties

M. Sedano, Aurora Monserrat Rosano Hinojosa, Jheny Zenaida Romero Jimenez, Marko Antonio Lengua Fernandez
article en

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/cm<sup>2</sup>, 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/cm<sup>2</sup>, a tensile strength of 32.71 kg/cm<sup>2</sup>, and a flexural strength of 82.81 kg/cm<sup>2</sup> 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.

Civil Engineering and ArchitectureVol. 13(3)
Responsible consumption and production
Openalex Percentile: Top 94%
Natural Fiber Reinforced Composites
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.