Investigation on the Effects of Coconut Shell Ash and Husk Fiber as Filler Materials on the Mechanical Properties of Asphalt Concrete
DOI:
https://doi.org/10.65339/ijsis.V1.I1.50Keywords:
Asphalt Concrete, Coconut Husk Fiber (CHF), Coconut Shell Ash (CSA), Coconut Waste, Mechanical Properties, Sustainable Asphalt, Sustainable PavementAbstract
This experimental study investigated the potential of Coconut Shell Ash (CSA) and Coconut Husk Fiber (CHF) as sustainable alternative materials for asphalt concrete, addressing the productive utilization of abundant coconut wastes in the Philippines. Guided by the Input-Process-Output (IPO) model, seventeen asphalt mixtures with varying proportions of CSA and CHF were prepared and compared with conventional asphalt. Their performance was evaluated through aggregate gradation, water absorption, Marshall Stability, Flow and Wheel Tracking tests, with descriptive statistics, Two-Way ANOVA, correlation analysis, and related statistical procedures used to assess the results. The findings showed that CSA and CHF could be incorporated into asphalt mixtures without compromising essential engineering properties. CSA demonstrated a significant influence on water absorption, mechanical properties, and rutting resistance, whereas CHF showed no significant standalone effect on several measured properties. Higher CSA concentrations generally improved moisture and rutting resistance, while the combination of 5% CSA and 5% CHF provided the most balanced modified-mixture performance in terms of strength, deformation, resistance, and durability. The study concluded that coconut-derived agricultural waste has potential as a sustainable alternative material for asphalt pavement and recommended further investigation of higher CSA proportions, other locally available waste ashes, appropriate aggregate gradation, material processing, and silica content. The study supports SDG 9 (Industry, Innovation and Infrastructure), SDG 11 (Sustainable Cities and Communities), and SDG 12 (Responsible Consumption and Production) by linking agricultural waste utilization with sustainable pavement development. Its sustainability impact is primarily environmental and infrastructure-related, with socio-economic relevance through the productive use of coconut byproducts and the development of alternative road construction materials.
References
Ahmad, N., Rahman, M. M., & Hashim, M. (2021). Use of coconut shell ash as modifier in hot mix asphalt. Journal of Materials in Civil Engineering, 33(6), 04021082. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003721 DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0003721
Amiera Jeffry, S. N., Jaya, R. P., et al. (2016). The influence of coconut shell as coarse aggregates in asphalt mixture. Key Engineering Materials. https://www.scientific.net/KEM.700.227 DOI: https://doi.org/10.4028/www.scientific.net/KEM.700.227
Aquino, K. A., Lasay, M. B., et al. (2021). The effect of coconut fiber as concrete reinforcement on abrasion resistance and water permeability. Materials Engineering. https://animorepository.dlsu.edu.ph/cgi/viewcontent.cgi?params=/context/conf_shsrescon/article/1633/&path_info=ME_The_Effect_of_Coconut_Fiber_as_Concrete_Reinforcement_on_Abrasion.pdf
Cao, K., Duan, S., et al. (2025). Performance evaluation and durability assessment of bamboo fiber-reinforced stone mastic asphalt mixtures. Case Studies in Construction Materials. https://www.sciencedirect.com/science/article/pii/S2214509525005881 DOI: https://doi.org/10.1016/j.cscm.2025.e04790
Ceylan, H., Hasheminezhad, A., & Kim, S. (2024). Sustainability promotion through asphalt pavements: A review of existing tools and innovations. Sustainable Materials and Technologies. https://www.sciencedirect.com/science/article/pii/S2214993724003427 DOI: https://doi.org/10.1016/j.susmat.2024.e01162
Diab, A., Ge, D., et al. (2022). Review of recycling waste plastics in asphalt paving materials. Journal of Traffic and Transportation Engineering (English Edition). https://www.sciencedirect.com/science/article/pii/S2095756422000812
Ekwulo, E., & Etuk, U. (2021). Effect of coconut shell ash as void filler on durability and elastic modulus of asphalt concrete. IOSR Journal of Engineering (IOSRJEN). https://iosrjen.org/Ppapers/vol11_issue5/Ser-1/E1105013945.pdf
Itturalde, F., & Guerra, M. A. (2024). Literature review of coconut shell and fibers in pavement design. Proceedings of International Structural Engineering and Construction: Leading Construction Technology Systems for Today’s Environmental and Social Crises. Dept of Civil Engineering, Universidad San Francisco de Quito USFQ, Quito, Ecuador. https://www.isec-society.org/ISEC_PRESS/LATAM_SEC_2024/pdf/MAT-07.pdf
Kyriazopoulos, M. (2022). Sustainable coconut husk supply chain. REPIC. https://www.repic.ch/en/revaloriser-les-dachets-de-coco-aux-philippines/#:~:text=Description,coconut%20husks%20are%20currently%20recycled
Lejano, B., Elevado, K. J., et al. (2024). Experimental investigation of utilizing coconut shell ash and coconut shell granules as aggregates in coconut coir reinforced concrete. Cleaner Engineering and Technology. https://www.sciencedirect.com/science/article/pii/S2666790824000594 DOI: https://doi.org/10.1016/j.clet.2024.100779
Mazumder, M., Kim, H. H., et al. (2016). Quantifying the environmental burdens of the hot mix asphalt (HMA) pavements and the production of warm mix asphalt (WMA). International Journal of Pavement Research and Technology. https://www.sciencedirect.com/science/article/pii/S1996681416300025 DOI: https://doi.org/10.1016/j.ijprt.2016.06.001
Downloads
Published
Issue
Section
License
Copyright (c) 2026 Nahum L. Bravo, MEng, RCE, Jierelle Ann Dajonan (Author)

This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors retain copyright and grant the journal the right of first publication. All articles are published under the Creative Commons Attribution 4.0 International (CC BY 4.0) License. This license permits use, sharing, adaptation, distribution, and reproduction in any medium or format, including for commercial purposes, provided that appropriate credit is given to the original author(s) and the journal, a link to the license is provided, and any changes made are indicated.