Gálvez, N.; Muñoz, G.; Yanez, S.J.; González, S.; Pina, J.C. Influence on Physical and Mechanical Properties of Concrete Using Crushed Hazelnut Shell. Preprints2023, 2023060761. https://doi.org/10.20944/preprints202306.0761.v1
APA Style
Gálvez, N., Muñoz, G., Yanez, S.J., González, S., & Pina, J.C. (2023). Influence on Physical and Mechanical Properties of Concrete Using Crushed Hazelnut Shell. Preprints. https://doi.org/10.20944/preprints202306.0761.v1
Chicago/Turabian Style
Gálvez, N., Sandra González and Juan C. Pina. 2023 "Influence on Physical and Mechanical Properties of Concrete Using Crushed Hazelnut Shell" Preprints. https://doi.org/10.20944/preprints202306.0761.v1
Abstract
Concrete production requires a significant amount of natural resources, with aggregates comprising between 55% and 80% of the total volume. However, over-exploitation of natural aggregates has led to the exploration of alternative materials for use in concrete production. In this study, crushed hazelnut shells were investigated as a partial replacement for fine aggregate, addressing the problem of natural resource depletion and offering a second use for this important agricultural waste product available in Chile. Hazelnut shells were incorporated in percentages of 2.5%, 5%, and 10% by weight of sand for water-cement ratios of 0.4 and 0.5. The compressive strengths at 7 and 28 days and bending tensile strengths at 28 days were determined, alongside physical properties such as workability, temperature, air content, fresh density, and hardened density of the concrete. Our findings show that replacing 2.5% of the fine aggregate with hazelnut shells led to higher compressive strength at 28 days, exceeding the strength of the standard specimens by 9.5%, whereas replacing 5% of the fine aggregate led to the highest bending tensile strength, exceeding the resistance of the standard specimens by 3.5%. Moreover, the 0.4 w/c ratio consistently led to better results for both compressive and bending tensile resistances, with fewer and lower reductions in mechanical resistances compared to the standard mixture. Our results suggest that concrete mixes with hazelnut shells as a replacement for fine aggregate at a percentage of up to 2.5% can be used in constructive systems with compression strengths lower than 17 MPa, and mixtures with up to 10% hazelnut shell replacement can be used in structures with tensile bending stress requirements lower than 6 MPa. Overall, the use of hazelnut shells as a partial replacement for fine aggregate in concrete production presents an environmentally-friendly and cost-effective solution for the construction industry.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
