The Utilization of Plastic Waste for Stabilizing Expansive Soil Subgrade: A Critical Review

Document Type : Review Paper

Authors

1 Ph.D. Candidate, Department of Civil Engineering, National Institute of Technology Jamshedpur, India.

2 Assistant Professor, Department of Civil Engineering, Graphic Era (Deemed to be University), Dehradun, India.

3 Assistant Professor, Department of Civil Engineering, National Institute of Technology Jamshedpur, India.

4 Associate Professor, Department of Civil Engineering, National Institute of Technology Jamshedpur, India.

Abstract

In developing countries like India, plastic waste has become a menace to the environment and civilization. Moreover, it challenges the sustainable waste management practice since plastic waste is non-biodegradable. The reuse and recycling of plastic are the best way to handle it and can be used as a good construction material. Researchers have explored potential applications of plastic waste in civil engineering construction. In this context, it is worth mentioning that efforts have been made to utilize plastic waste as reinforcement material in ground improvements. However, the suitability of plastic strips as a reinforcing material for various types of soil remains a concern. Different studies have been conducted to explore the potential of plastic waste as a reinforcing material for ground improvement.  This paper presents a review of the scope and applicability of plastic waste for reinforcing expansive soils and its other impacts.

Keywords


Abdel-Rahman, M.M. (2021). “Review of soil improvement techniques”, In: Shehata, H., Badr, M. (eds), Advancements in Geotechnical Engineering, Sustainable Civil Infrastructures, Springer, Cham, https://doi.org/10.1007/978-3-030-62908-314.
Abukhettala, M. and Fall, M. (2021). “Geotechnical characterization of plastic waste materials in pavement subgrade applications”, Transportation Geotechnics, 27, 100472, https://doi.org/10.1016/j.trgeo.2020.100472.
Amena, S. and Chakeri, D. (2022). “A study on the effects of plastic waste strips and lime on strength characteristics of expansive soil”, Advances in Civil Engineering, 2022(1), 6952525, https://doi.org/10.1155/2022/6952525
Asuri, S. and Keshavamurthy, P. (2016). “Expansive soil characterization: an appraisal”, INAE letters, 1, 29-33, https://doi.org/10.1007/s41403-016-0001-9.
Aswar, D.S., Bajad, M.N. and Ambadkar, S.D. (2023). “Performance evaluation of terrazyme as soil stabilizer”, Civil Engineering Infrastructures Journal, 56(2), 277-299, https://doi.org/10.22059/ceij.2022.342784.1841.
Bahrami, M. and Marandi, S.M. (2020). “Effect of strain level on strength evaluation of date palm fiber-reinforced sand”, Geomechanics and Engineering, 21(4), 327-336, https://doi.org/10.12989/gae.2020.21.4.327.
Bozyigit, I., Bulbul, F., Alp, C. and Altun, S. (2021). “Effect of randomly distributed pet bottle strips on mechanical properties of cement stabilized kaolin clay”, Engineering Science and Technology, an International Journal, 24(5), 1090-1101, https://doi.org/10.1016/j.jestch.2021.02.012.
Chompoorat, T., Likitlersuang, S., Buathong, P., Jongpradist, P. and Jamsawang, P. (2023). “Flexural performance and microstructural characterization of cement-treated sand reinforced with palm fiber”, Journal of Materials Research and Technology, 25, 1570-1584, https://doi.org/10.1016/j.jmrt.2023.06.036.
Correia, A.A., Oliveira, P.J.V. and Custódio, D.G. (2015). “Effect of polypropylene fibres on the compressive and tensile strength of a soft soil, artificially stabilized with binders”, Geotextiles and Geomembranes, 43(2), 97-106, https://doi.org/10.1016/j.geotexmem.2014.11.008.
Correia, N.D.S. and Rocha, S.A. (2021). “Reinforcing effect of recycled polypropylene fibers on a clayey lateritic soil in different compaction degrees”, Soils and Rocks, 44, e2021061520, https://doi.org/10.28927/SR.2021.061520.
Dafalla, M., Mutaz, E. and Al-Shamrani, M. (2015). “Compressive strength variations of lime-treated expansive soils”, In IFCEE 2015, 1402-1409, https://doi.org/10.1061/9780784479087.126.
de Azevedo, A.R., Cruz, A.S., Marvila, M.T., de Oliveira, L.B., Monteiro, S.N., Vieira, C.M.F. and Daironas, M. (2021). “Natural fibers as an alternative to synthetic fibers in reinforcement of geopolymer matrices: a comparative review”, Polymers, 13(15), 2493, https://doi.org/10.3390/polym13152493.
Dutta, S., Nadaf, M.A. and Mandal, J.N. (2016). “An overview on the use of waste plastic bottles and fly ash in civil engineering applications”, Procedia Environmental Sciences, 35, 681-691, https://doi.org/10.1016/j.proenv.2016.07.067.
Ekinci, A., Abki, A. and Mirzababaei, M. (2022). “Parameters controlling strength, stiffness and durability of a fibre-reinforced clay”, International Journal of Geosynthetics and Ground Engineering, 8(1), 6, https://doi.org/10.1007/s40891-022-00352-8.
Etim, R.K., Eberemu, A.O. and Osinubi, K.J. (2017). “Stabilization of black cotton soil with lime and iron ore tailings admixture”, Transportation Geotechnics, 10, 85-95, https://doi.org/10.1016/j.trgeo.2017.01.002.
Fadhil, S.H., Al-Soud, M.S. and Kudadad, R.M. (2021). “Enhancing the strength of clay-sand mixture by discrete waste plastic strips”, Journal of Applied Science and Engineering, 24(3), 381-391, https://doi.org/10.6180/jase.202106_24(3).0013.
Firoozi, A.A., Guney Olgun, C., Firoozi, A.A. and Baghini, M.S. (2017). “Fundamentals of soil stabilization”, International Journal of Geo-Engineering, 8, 1-16, https://doi.org/10.1186/s40703-017-0064-9.
Gautam, D.N., Azhar, M. and Sinha, A.K. (2022). “Experimental study on black cotton soil stabilization using GGBS”, In: Advances in Geo-Science and Geo-Structures: Select Proceedings of GSGS 2020, 261-268, Springer Singapore, https://doi.org/10.1007/978-981-16-1993-928.
Hassan, H.J.A., Rasul, J. and Samin, M. (2021). “Effects of plastic waste materials on geotechnical properties of clayey soil”, Transportation Infrastructure Geotechnology, 8(3), 390-413, https://doi.org/10.1007/s40515-020-00145-4.
Ikeagwuani, C.C. and Nwonu, D.C. (2019). “Emerging trends in expansive soil stabilization: A review”, Journal of Rock Mechanics and Geotechnical Engineering, 11(2), 423-440, https://doi.org/10.1016/j.jrmge.2018.08.013.
Jayasree, P.K., Balan, K., Peter, L. and Nisha, K.K. (2015). “Volume change behavior of expansive soil stabilized with coir waste”, Journal of Materials in Civil Engineering, 27(6), 04014195, https://doi.org/10.1061/(ASCE)MT.1943-5533.0001153.
Kassa, R.B., Workie, T., Abdela, A., Fekade, M., Saleh, M. and Dejene, Y. (2020). “Soil stabilization using waste plastic materials”, Open Journal of Civil Engineering, 10(1), 55-68, https://doi.org/10.4236/ojce.2020.101006.
Khalid, B. and Alshawmar, F. (2023). “Exploring the feasibility of using recycled pet strips with palm leaf ash for sustainable soil stabilization”, Sustainability, 15(18), 13542, https://doi.org/10.3390/su151813542.
Kumar, M., Azhar, M., Mondal, S. and Singh, R.P. (2022). “Stabilization of expansive soil subgrade by waste plastic”, Arabian Journal of Geosciences, 15(10), 936, https://doi.org/10.1007/s12517-022-10112-7.
Li, C. and Zornberg, J.G. (2013). “Mobilization of reinforcement forces in fiber-reinforced soil”, Journal of geotechnical and geoenvironmental engineering, 139(1), 107-115, https://doi.org/10.1061/(ASCE)GT.1943-5606.0000745.
Lv, C., Zhu, C., Tang, C.S., Cheng, Q., Yin, L.Y. and Shi, B. (2021). “Effect of fiber reinforcement on the mechanical behavior of bio-cemented sand”, Geosynthetics International, 28(2), 195-205, https://doi.org/10.1680/jgein.20.00037.
Ma, J., Nawarathna, H.M. and Hesp, S.A. (2022). “On the sustainable use of recycled plastics in flexible asphalt pavements”, Journal of Cleaner Production, 359, 132081, https://doi.org/10.1016/j.jclepro.2022.132081.
Machado, S.L., Vilar, O.M., Carvalho, M.F., Karimpour-Fard, M., Pinto, C.M. and Conceição, M.P. (2024). “Modeling the mechanical behaviour of fibre reinforced sands”, Geomechanics and Geoengineering, 19(5), 800-822, https://doi.org/10.1080/17486025.2024.2319619.
Mahajan, G.R., Radhika, B. and Biligiri, K.P. (2022). “A critical review of vehicle-pavement interaction mechanism in evaluating flexible pavement performance characteristics”, Road Materials and Pavement Design, 23(4), 735-769, https://doi.org/10.1080/14680629.2020.1860806.
Mirzababaei, M., Miraftab, M., Mohamed, M. and McMahon, P. (2013). “Impact of carpet waste fibre addition on swelling properties of compacted clays”, Geotechnical and Geological Engineering, 31, 173-182, https://doi.org/10.1007/s10706-012-9578-2.
Naeini, S.A. and Rahmani, H. (2017). “Effect of waste bottle chips on strength parameters of silty soil”, International Journal of Civil and Environmental Engineering, 11(1), 6-10, https://doi.org/10.5281/zenodo.1128141.
Peddaiah, S., Burman, A. and Sreedeep, S. (2018). “Experimental study on effect of waste plastic bottle strips in soil improvement”, Geotechnical and Geological Engineering, 36, 2907-2920, https://doi.org/10.1007/s10706-018-0512-0.
Priyadarshee, A., Chandra, S. and Kumar, V. (2021). “Performance of grass ash with mix of black cotton soil and lime”, Innovative Infrastructure Solutions, 6(3), 150, https://doi.org/10.1007/s41062-021-00518-9.
Reddy, P.S., Mohanty, B. and Rao, B.H. (2020). “Influence of clay content and montmorillonite content on swelling behavior of expansive soils”, International Journal of Geosynthetics and Ground Engineering, 6, 1-12, https://doi.org/10.1007/s40891-020-0186-6.
Sharma, A. and Nallasivam, K. (2023). “Comparison of bearing capacity behavior of strip footing resting on sand-admixed pond ash reinforced with natural fiber and geogrid”, Indian Geotechnical Journal, 53(6), 1262-1279, https://doi.org/10.1007/s40098-023-00745-0.
Sharo, A.A. and Alawneh, A.S. (2016). “Enhancement of the strength and swelling characteristics of expansive clayey soil using nano-clay material”, In Geo-chicago 2016, 451-457, https://doi.org/10.1061/9780784480120.046.
Signes, C.H., Garzón-Roca, J., Fernández, P.M., de la Torre, M.E.G. and Franco, R.I. (2016). “Swelling potential reduction of spanish argillaceous marlstone facies tap soil through the addition of crumb rubber particles from scrap tyres”, Applied Clay Science, 132, 768-773, https://doi.org/10.1016/j.clay.2016.07.027.
Soltani, A., Deng, A., Taheri, A. and Mirzababaei, M. (2018). “Rubber powder-polymer combined stabilization of South Australian expansive soils”, Geosynthetics International, 25(3), 304-321, https://doi.org/10.1680/jgein.18.00009.
Ugwu, O.O., Arop, J.B., Nwoji, C.U. and Osadebe, N.N. (2013). “Nanotechnology as a preventive engineering solution to highway infrastructure failures”, Journal of Construction Engineering and Management, 139(8), 987-993, https://doi.org/10.1061/(ASCE)CO.1943-7862.0000670.
Vijayan, D.S. and Parthiban, D. (2020). “Effect of solid waste based stabilizing material for strengthening of expansive soil, A review”, Environmental Technology and Innovation, 20, 101108, https://doi.org/10.1016/j.eti.2020.101108.
Wang, Y.X., Guo, P.P., Ren, W.X., Yuan, B.X., Yuan, H.P., Zhao, Y.L. and Cao, P. (2017). “Laboratory investigation on strength characteristics of expansive soil treated with jute fiber reinforcement”, International Journal of Geomechanics, 17(11), 04017101, https://doi.org/10.1061/(ASCE)GM.1943-5622.0000998.
Yadav, J.S. and Tiwari, S.K. (2017). “Effect of waste rubber fibres on the geotechnical properties of clay stabilized with cement”, Applied Clay Science, 149, 97-110, https://doi.org/10.1016/j.clay.2017.07.037.
Yang, N., Chen, X., Li, R., Zhang, J., Hu, H. and Zhang, J. (2021). “Mesoscale numerical investigation of the effects of fiber stiffness on the shear behavior of fiber-reinforced granular soil”, Computers and Geotechnics, 137, 104259, https://doi.org/10.1016/j.compgeo.2021.104259.
Zhao, H., Liu, J., Guo, J., Zhao, C. and Gong, B.W. (2015). “Reexamination of lime stabilization mechanisms of expansive clay”, Journal of Materials in Civil Engineering, 27(1), 04014108, https://doi.org/10.1061/(ASCE)MT.1943-5533.0001040.