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重复使用新冠疫情一次性丁腈手套以改善膨胀土路基的力学性能:一种创新的医疗废物解决方案。

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

作者信息

Zhu Jiasheng, Saberian Mohammad, Perera Salpadoru Tholkamudalige Anupiya M, Roychand Rajeev, Li Jie, Wang George

机构信息

School of Engineering, RMIT University, Melbourne, Victoria, Australia.

College of Engineering and Technology, East Carolina University, Greenville, NC, USA.

出版信息

J Clean Prod. 2022 Nov 15;375:134086. doi: 10.1016/j.jclepro.2022.134086. Epub 2022 Sep 19.

Abstract

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.

摘要

新冠疫情不仅对全球健康构成了前所未有的威胁,还严重扰乱了自然环境和生态系统。减轻基于塑料的个人防护装备(PPE)废弃物的不利影响需要各领域专业人员的合作。本文讨论了一种新颖、更环保的土壤稳定方法,即将丁腈手套重新利用,制成一种可持续的道路材料,以改善膨胀性黏土作为路面基层的力学性能。首次进行了广泛的岩土工程测试,包括标准压实、无侧限抗压强度(UCS)、非浸水加州承载比(CBR)、重复加载三轴试验(RLT)以及膨胀收缩试验,以研究不同比例的切碎丁腈手套(SNG)(如1%、1.5%、2%)与膨胀性黏土(EC)混合后的工程性能。此外,还进行了表面粗糙度、扫描电子显微镜(SEM)和X射线显微CT分析,并获取图像以研究EC - SNG混合物的微观结构变化。实验结果表明,膨胀性黏土与SNG的混合有助于提高抗压强度、回弹模量和CBR,并有助于减少土壤的膨胀和收缩。SEM和表面粗糙度分析表明了土壤基质界面与SNG粗糙表面之间的相互作用。黏土强度和稳定性提高的主要原因可归因于SNG的高拉伸强度、三维网格的形成以及土壤颗粒与SNG之间的摩擦力。根据X射线显微CT测试结果,SNG的掺入导致封闭孔隙率增加。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f984/9484270/2cab9e8da293/gr1_lrg.jpg

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