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Reusing COVID-19 disposable nitrile gloves to improve the mechanical properties of expansive clay subgrade: An innovative medical waste solution

Journal of Cleaner Production 2022 58 citations ? Citation count from OpenAlex, updated daily. May differ slightly from the publisher's own count. Score: 55 ? 0–100 AI score estimating relevance to the microplastics field. Papers below 30 are filtered from public browse.
Jiasheng Zhu, Rajeev Roychand, George Wang Jiasheng Zhu, Mohammad Saberian, Rajeev Roychand, Rajeev Roychand, Rajeev Roychand, Mohammad Saberian, Rajeev Roychand, Rajeev Roychand, Rajeev Roychand, Mohammad Saberian, George Wang George Wang Jie Li, Jie Li, Salpadoru Tholkamudalige Anupiya. M. Perera, Rajeev Roychand, Rajeev Roychand, Rajeev Roychand, Rajeev Roychand, Jie Li, George Wang

Summary

Researchers incorporated shredded COVID-19 nitrile gloves into expansive clay soil and found that adding 1–2% by weight increased compressive strength, resilient modulus, and bearing capacity while reducing swelling and shrinkage, offering a dual-purpose approach to both medical plastic waste disposal and road subgrade stabilization.

The COVID-19 pandemic not only poses an unprecedented threat to global health but also severely disrupts the natural environment and ecosystems. Mitigating the adverse impacts of plastic-based personal protective equipment (PPE) waste requires the cooperation of professionals from various fields. This paper discusses a novel, cleaner approach to soil stabilisation by repurposing the nitrile gloves into a sustainable road material to improve the mechanical properties of expansive clay soil as pavement subgrade. For the first time, extensive geotechnical testings, including standard compaction, unconfined compressive strength (UCS), unsoaked California bearing ratio (CBR), repeated load triaxial (RLT), and swelling-shrinkage tests, were carried out to investigate the engineering performance of different proportions of the shredded nitrile gloves (SNG) (e.g., 1%, 1.5%, 2%) were blended with expansive clay (EC). In addition, surface roughness, scanning electron microscopy (SEM), and X-ray micro-CT analyses were conducted, and images were obtained to study the microstructural modification of the EC-SNG mixtures. The experimental results indicated that the blend of expansive clay with SNG helped in increasing the compressive strength, resilient modulus, and CBR and assisted in reducing the swelling and shrinkage of the soil. SEM and surface roughness analyses indicated the interaction between the soil matrix interface and the rough surface of the SNG. The main reasons for increasing the strength and stability of clay soil could be attributed to the high tensile strength of the SNG and the formation of the three-dimensional grid, and friction between the soil particles and SNG. According to the X-ray micro-CT test results, the incorporation of SNG led to an increase in closed porosity.

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