Home / Current Issue / Paper 1713745
Compressive Strength and Durability of Polymer Concrete Pave Stone Production Utilizing Municipal Polythene Water Sachet: Mitigating Environmental Pollution
Subject area: Science,Engineering and Technology · Area of research: Structure
DOI: https://doi.org/10.64388/IREV9I7-1713745
Abstract
The improper disposal of Waste Polythene Water Sachets (WPWS) has become a significant environmental concern, contributing to drainage blockages, soil degradation, and pollutants to the environment. This study explores the potential of repurposing WPWS as a replacement for Ordinary Portland Cement (OPC) in the production of concrete paving stones. Experimental mixes were prepared with replacement levels of 50%, 60%, and 70% WPWS alongside a control in triplicate samples, and each specimen was cured using portable water for 7, 14, and 28 days before subjecting the concrete stones specimen on compressive strength and sorptivity tests. The result indicates linear increase in strength development across all curing age and 28-days provides 4304.76, 2819.04 and 2990.47 kg/m3 densities of concrete and compressive strength of 20.1, 18.2 and 19.9 N/mm2 for pave stones impregnated with WPWS by 50, 60 and 70% respectively. The durability of the polymer concrete was minimally affected through sorptivity haven significant value of inflow of water at the middle age curing of pave stone at 70% replacement compared with 50 and 60% of WPWS but however, minimal value of 1.0954 (mm/min-??) was obtained at 70% of WPWS at 28-days compare to control, 50 and 60% replacement. The perception of this study demonstrates that incorporating WPWS into paving stones offers a sustainable waste management solution, reduces environmental hazards, and aligns with circular economy principles. These findings provide a foundation for optimizing mix design and enhancing the bonding characteristics of recycled polyethylene materials in concrete production.
Keywords
Compressive Strength, Sorptivity and Water Absorption, WPWS, Polymer Concrete, Environmental Pollution
References
[1] Mittal, S., Verma, P., & Sharma, N. “Plastic pollution and its ecological consequences,” Journal of Waste and Environmental Management, 22(3), 2020, pp. 175-190.
[2] Tiwary, R. T. “Impact of Disposed Drinking Water Sachets in Damaturu, Yobe State, Nigeria,” International Journal of Environmental, Chemical, Ecological, Geological and Geophysical Engineering. 9(10): 2015, pp. 1218 – 1221.
[3] Dhoke, P., Gupta, A., & Sharma, R. “Plastic waste accumulation and its contribution to environmental pollution,” Waste Management and Recycling, 17(3), 2020, pp. 187-200.
[4] Fati K. I., Baba S. K., Ali M. F., Sheriff A. & Hadiza B. G. “The Environmental effects of dumped sachet (Polyethene) water on soil. International Journal of Scientific & Engineering Research, 11(1), 2020, pp. 624 – 636.
[5] Miezah, K., Antwi, E., & Adjei, S. “Waste management in developing countries: A case study of plastic waste pollution,” Environmental Sustainability Journal, 9(2), 2015, pp. 143-159.
[6] Kumi-Larbi, M., Ankomah, F., & Asare, Y. “Drainage system blockage and mosquito breeding: The role of plastic waste,” Journal of Urban Studies, 14(4), 2018 pp. 77-90.
[7] Amaniampong, P. “Environmental impact of plastic waste disposal: Challenges and solutions,” Waste Management Journal, pp. 20(4), 2015, pp. 55-70.
[8] Appiah, G., Mensah, K., & Osei, J. “Assessing plastic waste pollution and its impact on soil and vegetation,” Environmental Research Letters, 29(6), 2017, pp. 315-328.
[9] Tulashie, S., & Boadu, E. “The challenges of plastic waste management in urban centers: A sustainable approach,” Environmental Sustainability and Recycling, 16(1), 2020, pp. 101-115.
[10] Douti, Hingne, N. B., Abanyie, S., K. and Ampolo, S. ”Solid Waste Management Challenges in our Urban Areas of Ghana: A Case Study of Bawku Municipality,” International Journal of Geosciences 8(4), 2017, pp. 494 – 513.
[11] Uygunoğlu T, “Comparison of properties of prefabricated interlocking pavement blocks cured at different conditions,” Revista de la Construcción, 15(2), 2016, pp. 125-134.
[12] Wu C, Chen Q, Basack S and Karekal S. “Laboratory investigation on rheological properties of greenschist considering anisotropy under multistage compressive creep condition,” Journal of Structural Geology, 11(4), 2018, pp. 111-120.
[13] Karikati J. I, Arum C and Omotayo O. O. ‘’Modelling the Compressive Strength and Durability of Concrete Containing Laterite of Different Index Properties,’’ Futa International Conference of Innovative Solutions for Sustainable Living and Environmental Challenges, (7) 2025, (Accepted for Publicaton)
[14] Parinita B, Sudip B and Ghritartha G. ‘’Compressive Strength of Interlocking Concrete Pavement Block influenced by Admixtures’’, International Journal of Mechanics. 10(14), 2020, pp. 58-61
[15] Akinleye, M. T., Tijani, M. A., Salami, L. O., Joseph, O. P., Salami, M. O. And Ogungbola, O. I. “Mechanical Performance of the Interlocking Paving Stone Using Dissolved Plastics,” FUOYE Journal of Innovaton Science and Technology, 2(1), 2022, pp. 66 – 72.
[16] Ismail, Z. Z., & Al-Hashmi, E. A. “Use of waste plastic in concrete mixture as aggregate replacement,” Journal of Waste Management, 28(11), 2008, pp. 2041-2047.
[17] Adebayo, T., & Kareem, M. ‘’Cement production and its environmental impact: A review of global CO₂ emissions,’’ Environmental Engineering Journal, 45(3), 2022, pp. 201-215.
[18] Sharma, D., Kumar, P., & Singh, M. “Advancements in polymer-modified concrete: A review of mechanical and durability properties,” Civil Engineering Materials Journal, 41(2), 2024, pp, 123-140.
[19] Ali, M., Johnson, P., & Singh, R. (2024). “Influence of polymer waste on concrete properties: A review,” Journal of Materials in Civil Engineering, 36(2), pp. 45-60.
[20] Ijalana F.B., Afolayan J. O. and Adeleke O. E “Effects of Polythene Fibres on Selected Properties of Sandcrete Blocks.’ Nigerian Journal of Technology (NIJOTECH) 35(1), 2016, pp. 37 – 42
[21] Adeyemo, O., Bello, A., & Yusuf, R. ‘Effects of plastic waste incorporation on the mechanical properties of concrete,’ Construction and Sustainability, 12(1), 2025, pp. 89-105.
[22] Oladejo, K., Bakare, M., & Yusuf, A. “The use of plastic aggregates in paving block production: Strength and durability assessment. International Journal of Sustainable Construction, 30(1), 2024, Pp. 65-79.
[23] Bello, T., Quadri, H.A., Akanbi, D.O. and Adeyemi, O.A. “Investigation into Strength Properties of Polymer Sand Aggregate Concrete,’ Civil and Environmental Research, 6(11), 2014, pp. 54-57
How to cite this paper
@article{1713745,
author = {Isah Jimoh Karikati, Bobola Damilola Gbadebo, Ozigis Hajara Isah},
title = {Compressive Strength and Durability of Polymer Concrete Pave Stone Production Utilizing Municipal Polythene Water Sachet: Mitigating Environmental Pollution},
journal = {Iconic Research And Engineering Journals},
year = {2026},
volume = {9},
number = {7},
pages = {1917-1923},
issn = {2456-8880},
url = {https://www.irejournals.com/formatedpaper/1713745.pdf},
abstract = {The improper disposal of Waste Polythene Water Sachets (WPWS) has become a significant environmental concern, contributing to drainage blockages, soil degradation, and pollutants to the environment. This study explores the potential of repurposing WPWS as a replacement for Ordinary Portland Cement (OPC) in the production of concrete paving stones. Experimental mixes were prepared with replacement levels of 50%, 60%, and 70% WPWS alongside a control in triplicate samples, and each specimen was cured using portable water for 7, 14, and 28 days before subjecting the concrete stones specimen on compressive strength and sorptivity tests. The result indicates linear increase in strength development across all curing age and 28-days provides 4304.76, 2819.04 and 2990.47 kg/m3 densities of concrete and compressive strength of 20.1, 18.2 and 19.9 N/mm2 for pave stones impregnated with WPWS by 50, 60 and 70% respectively. The durability of the polymer concrete was minimally affected through sorptivity haven significant value of inflow of water at the middle age curing of pave stone at 70% replacement compared with 50 and 60% of WPWS but however, minimal value of 1.0954 (mm/min-??) was obtained at 70% of WPWS at 28-days compare to control, 50 and 60% replacement. The perception of this study demonstrates that incorporating WPWS into paving stones offers a sustainable waste management solution, reduces environmental hazards, and aligns with circular economy principles. These findings provide a foundation for optimizing mix design and enhancing the bonding characteristics of recycled polyethylene materials in concrete production.},
keywords = {Compressive Strength, Sorptivity and Water Absorption, WPWS, Polymer Concrete, Environmental Pollution},
month = {January},
doi = {https://doi.org/10.64388/IREV9I7-1713745}
}