Geotechnical properties and microstructure of clay contaminated with urban wastewater and remediated with α-Aluminum oxide/α-Iron oxide nanohybrid

S. V. Mojtahed Sistani, H. Negahdar, Fatemeh F. Bamoharram, M. Shakeri
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引用次数: 1

Abstract

ABSTRACT Regarding the development of cities and the production of large volumes of urban wastewater and the lack of a suitable wastewater disposal system, leakage from wastewater pipes and wells, in addition to environmental hazards, changes the physical and mechanical parameters of the soil over time. Therefore, as the first phase, negative effects of the wastewater on geotechnical parameters and clay soil microstructure were investigated. Atterberg limits the experiments, triaxial compression, consolidation, XRD and SEM analysis were conducted on samples contaminated with 20%, 60%, and 100% of urban wastewater after 1, 3 and 5 months curing. As the second phase, for soil remediation, the mentioned experiments were performed after adding 0.5–4% N.A(α-Aluminum oxide nanoparticles), N.I(α-Iron oxide nanoparticles), and AI nanohybrid into the contaminated soil. The results show that the wastewater reduces maximum dry density (17.3–15.6 kN/m3), plasticity index (14.8–7.8%), and cohesion (42.3–17.3 kPa), and increases the liquid limit (30.4–35.2%), plastic limit (15.6–27.4%) optimum moisture content (18.7–24.1%), internal friction angle (7.1–9.6°) and compression index (0.139–0.258). Besides, XRD analysis showed a decline in mineral amounts and SEM analysis indicated an increase in pores and flocculated clay structure formation in contaminated soil. Furthermore, by adding the nanoparticles to contaminated soil, soil structure remediation, growth in some minerals amount, and soil-nanoparticles bonding creation were observed in microstructural analysis, resulting in the increase of maximum dry density (15.6–18.5 kN/m3), cohesion (17.3–46.9 kPa), and internal friction angle (9.6–19.1°), and decline in soil optimum moisture content (24.1–17.2%), liquid limit (35.2–22.6%), plastic limit (27.4–17%), plasticity index (7.8–4.4%), and compression index (0.258–0.108). Finally, the mentioned method is recommended to remediate the wastewater-contaminated soils. Finally, utilizing AI nanohybrid as an effective factor to improve wastewater-contaminated soil is recommended, it improves the engineering behavior of contaminated soils and decreases the destructive effects of this type of pollution in the earth’s environment.
α-氧化铝/α-氧化铁纳米杂化修复城市污水污染粘土的岩土力学特性及微观结构
随着城市的发展和大量城市污水的产生,以及缺乏合适的污水处理系统,污水管道和水井的泄漏除了对环境造成危害外,还会随着时间的推移改变土壤的物理力学参数。因此,作为第一阶段,研究了废水对土工参数和粘土微观结构的负面影响。对城市污水浓度分别为20%、60%和100%的样品在养护1、3、5个月后进行了Atterberg极限试验、三轴压缩、固结、XRD和SEM分析。第二阶段为土壤修复,在污染土壤中分别添加0.5-4% N.A(α-氧化铝纳米粒子)、n.i. (α-氧化铁纳米粒子)和AI纳米杂化物进行上述实验。结果表明:废水降低了最大干密度(17.3 ~ 15.6 kN/m3)、塑性指数(14.8 ~ 7.8%)和黏聚力(42.3 ~ 17.3 kPa),提高了液限(30.4 ~ 35.2%)、塑性极限(15.6 ~ 27.4%)、最佳含水率(18.7 ~ 24.1%)、内摩擦角(7.1 ~ 9.6°)和压缩指数(0.138 ~ 0.258);此外,XRD分析表明污染土壤中矿物含量下降,SEM分析表明污染土壤中孔隙和絮凝粘土结构的形成增加。结果表明,添加纳米颗粒后,土壤结构得到修复,部分矿物量增加,土壤与纳米颗粒结合力增强,导致土壤最大干密度(15.6 ~ 18.5 kN/m3)、黏聚力(17.3 ~ 46.9 kPa)、内摩擦角(9.6 ~ 19.1°)增加,土壤最佳含水量(24.1 ~ 17.2%)、液限(35.2 ~ 22.6%)、塑性极限(27.4 ~ 17%)、塑性指数(7.8 ~ 4.4%)下降;压缩指数(0.258 ~ 0.108)。最后,介绍了该方法对污水污染土壤的修复效果。最后,提出了利用AI纳米杂化作为改善废水污染土壤的有效因子,它可以改善污染土壤的工程行为,降低这类污染对地球环境的破坏性影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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