Utilization of Palm Kernel Shell as Coarse Aggregate Replacement in Pervious Concrete: An Alternative Approach to Sustainable Pervious Concrete Walkway
Article Sidebar
Main Article Content
Abstract: Increased urbanization in many cities of the world brings with it the problem of multiplied impervious surfaces on infrastructure like roads. Using pervious instead of impervious surfaces will address these concerns, the use of palm kernel shell (PKS) to replace granite in the matrix will further address the cost and environmental worries. A Pervious Concrete walkway was constructed on an unpaved, waterlogged stretch using agricultural waste product-Palm Kernel Shell (PKS) to replace conventional granite in the concrete matrix. The initial laboratory tests were carried out in accordance with BS 812, Part 101 from 1984 to 1990, and Parts 110 and 112 from 1990. The batching process was weighted, with aggregate percentages for partial replacement set at 10%, 20%, 30%, 40%, and 50% PKS. The mix of 70% granite and 30% palm kernel shell produced the highest compressive strength, with values of 5.33 MPa, 6.19 MPa, and 7.36 MPa at 7, 14, and 28 days, respectively. The incorporation of PKS into the pervious concrete walkway effectively reduced waterlogging in the area while posing no environmental concerns..
Downloads
Downloads
References
ACI committee 522. (2010). Report on Pervious Concrete [Review of Report on Pervious Concrete]. In American Concrete Institute (Ed.), www.concrete.org (pp. 1–40). American Concrete Institute.
Adeala A.J and Soyemi O.B. [2021]: Engineering Properties of Crushed-Fine Glass as Partial Replacement for Fine Aggregate in Concrete. International Journal of Women in Technical Education and Employment [IJOWITED]. 2(1). 86-94. ISSN: 2811-1567
Adewuyi, A. P., and Adegoke, T. (2008). Exploratory study of periwinkle shells as coarse aggregates in concrete works. ARPN Journal of Engineering and Applied Sciences, 3(6), 1-5.
Aginam, C. H., Nwakaire, C., & Onah, B. C. (2016). Quarry dust as a partial replacement of coarse aggregates in concrete production. Journal of Mechanical and Civil Engineering, 13(1), 65-73.
AlShareedah, O., & Nassiri, S. (2021). Spherical discrete element model for estimating the hydraulic conductivity and pore clogging of pervious concrete. Construction and Building Materials, 305, 124749. https://doi.org/10.1016/j.conbuildmat.2021.124749
Amalu, R. G., Ashraf, A., Hashim, M., Rejith, K. U., Vijitha, V. R., and Kurup, N. (2016). Use of waste plastic as fine aggregate substitute in concrete. International Journal of Scientific & Engineering Research, 7(4), 172-7.
Ayegbusi O.A and Soyemi O.B. (2023): Mechanical Properties of an Impervious Concrete Using Palm Kernel Shell (PKS) as a Substitute for Coarse Aggregate Federal Polytechnic Ilaro 4th International Conference in collaboration with Takoradi Technical University Ghana
Bright Singh, S., & Murugan, M. (2022). Effect of aggregate size on properties of polypropylene and glass fibre-reinforced pervious concrete. International Journal of Pavement Engineering, 23(6), 2034-2048.
Chen, C. C., Jaffe, N., Koppitz, M., Weimer, W., and Polocoser, A. (2015). Concrete mixture with plastic as fine aggregate. International Journal of Advances in Mechanical and Civil Engineering, 2(4), 49-53.
Debnath, B., & Sarkar, P. P. (2020). Pervious concrete as an alternative pavement strategy: A state-of-the-art review. International Journal of Pavement Engineering, 21(12), 1516-1531.
Elinwa, A. U., & Okhide, A. (2020). Artificial Neural Network Application to the Flexural Strength of Palm Kernel Shell Concrete. GSJ, 8(12).
Ghernouti, Y., Rabehi, B., Safi, B., and Chaid, R. (2009). Use of recycled plastic bag waste in the concrete. Journal of International Scientific Publications: Materials, Methods and Technologies, 8, 480-487.
Houghton, B. F., & Wilson, C. J. N. (1989). A vesicularity index for pyroclastic deposits. Bulletin of Volcanology, 51(6), 451–462. https://doi.org/10.1007/bf01078811
Kováč, M., & Sičáková, A. (2018). Pervious concrete as an environmental solution for pavements: focus on key properties. Environments, 5(1), 11.
Kukarni, V. P., Gaikwad, S. K. B., & Kumar, B. (2013). Comparative study on coconut shell aggregate with conventional concrete. International Journal of Engineering and Innovative Technology, 2(12), 67-70.
Ogunfayo I.K., Soyemi O.B and Sanni A.O [2015]: Flexural Properties of Finely Granulated Plastic Waste as a Partial Replacement of Fine Aggregate in Concrete. TI International Journal of Engineering Sciences. 4(5) ISSN: 2306-6474. 65-68
Ravindrarajah R, and Yukari A. (2008). ‘’Environmentally Friendly Porous Concrete’’, Second International Journal on Advance Concrete, Hyderabad, India.
Sandanayake, M., Bouras, Y., Haigh, R., & Vrcelj, Z. (2020). Current sustainable trends of using waste materials in concrete—a decade review. Sustainability, 12(22), 9622.
Schaefer V. and Wang K. (2006). ‘’Mix design development for pervious concrete in cold weather climate, ‘’ final report, national concrete pavement technology center, Iowa state university, Anes, IA.
Schaefer, V.R., Wang, K., Suleiman, M.T., and Kevern, J. (2006) Mix Design Development for Pervious Concrete in Cold Weather Climates. A Report from the National Concrete Pavement Technology Center, Ames, IA: Iowa State University
Soyemi O.B, Adegbesan O.O. and Adeala A.J. [2023]: Production of Paving Stone with Waste Plastic as Binder. The V. International Halich Congress on Multidisplinary Scientific Research. IKSAD Institute. Istanbul, Turkiye. Jan 15-16, 2023
Sreenath S. and Harish-Shankar S., (2017). ‘’effect of partial replacement of fine aggregate in concrete with low density’. International Journal of Civil Engineering and Technology.
Taheri, B. M., Ramezanianpour, A. M., Sabokpa, S., & Gapele, M. (2021). Experimental evaluation of freeze-thaw durability of pervious concrete. Journal of building engineering, 33, 101617.
Tarangini, D., Abhilash, A., Sravana, P., & Rao, P. S. (2022). Effect of fly ash on properties of Gap graded concrete. Materials Today: Proceedings, 51, 475-479.
Yang, J., & Jiang, G. (2003). Experimental study on properties of pervious concrete pavement materials. Cement and concrete research, 33(3), 381-386.
Yeih, W., Fu, T. C., Chang, J. J., & Huang, R. (2015). Properties of pervious concrete made with air-cooling electric arc furnace slag as aggregates. Construction and Building Materials, 93, 737-745.
Yu, F., Sun, D., Wang, J., & Hu, M. (2019). Influence of aggregate size on compressive strength of pervious concrete. Construction and Building Materials, 209, 463–475. https://doi.org/10.1016/j.conbuildmat.2019.03.140
Zhang, Z., Zhang, Y., Yan, C., & Liu, Y. (2017). Influence of crushing index on properties of recycled aggregates pervious concrete. Construction and Building Materials, 135, 112-118.
This work is licensed under a Creative Commons Attribution 4.0 International License.
All articles published in our journal are licensed under CC-BY 4.0, which permits authors to retain copyright of their work. This license allows for unrestricted use, sharing, and reproduction of the articles, provided that proper credit is given to the original authors and the source.