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微塑料对黏土、砂土、粉质土强度参数的影响:一项对比评估。

Impact of microplastics on strength parameters of clayey, Sandy, silty soil: A comparative assessment.

作者信息

Dike Sangita, Apte Sayali D

机构信息

Department of Civil Engineering, Symbiosis Institute of Technology (SIT), Symbiosis International (Deemed University) (SIU), Pune, India.

Department of Civil Engineering, Symbiosis Institute of Technology (SIT), Symbiosis International (Deemed University) (SIU), Pune, India.

出版信息

Sci Total Environ. 2024 Oct 10;946:174161. doi: 10.1016/j.scitotenv.2024.174161. Epub 2024 Jun 21.

Abstract

The comparative assessment of a variety of microplastic contamination on various soil types hasn't been extensively explored in existing literature. The present study focuses on the comparative analysis of the impact of environmentally relevant concentrations of LDPE, HDPE, and PVC microplastic contamination (2 %, 4 %, and 6 %) on index properties and strength parameters of sandy, silty and clayey soil types at varying observation days 5,10,15,20,25, and 30 days. Extensive experimental investigations are carried out to understand the effect of contamination on moisture content, specific gravity, liquid limit, plastic limit, plasticity index, optimum moisture content, maximum dry density, and shear strength parameters of the respective soil type. It is observed that the depletion in Atterberg's limits is found more in the case of clayey soil as compared to silty soil because clayey soils consist of large specific surface areas leading to van der Waals force of attraction being the predominant force between particles, compared with silty soil which is affected by microplastic addition leading to decrease in net attractive forces. In the case of clayey soil maximum depletion of liquid limit up to 168 %, plastic limit up to 33 %, plasticity index (136 %), and optimum moisture content (9.04 %) is observed for PVC microplastic. The deduction in maximum dry density values is observed more for sandy soil (0.59 g/cc) followed by silty soil (0.21 g/cc) and clayey soil (0.12 g/cc). The maximum depletion of moisture content(delta-8 %), shear strength (delta-0.89 kg/cm), and maximum dry density (delta-0.44 g/cc) is observed in the case of sandy soil for PVC and LDPE microplastic contamination. Significant depletion in optimum moisture content is observed in the case of clayey soil (9.57 %) compared to sandy (5.62 %) and silty soil (5.3 %). An increase in cohesion is observed for sandy soil (0.09 kg/cm) and a decrease for clayey (0.19 kg/cm) and silty soil (0.19 kg/cm). The angle of internal friction is reduced in the case of clayey soil (∆-14.38) followed by silty soil (∆-11.23) and sandy soil (∆-11.02). For silty soil maximum depletion of specific gravity(delta-1.06) and cohesion (0.192 kg/cm) is observed for LDPE and HDPE microplastic. The sandy soil type is most affected due to microplastic contamination irrespective of the type of microplastic contamination followed by clayey soil and the silty soil type is least affected. The maximum overall shear strength is reduced due to microplastic contamination in all the soil types.

摘要

现有文献中尚未对各种土壤类型上多种微塑料污染进行广泛的比较评估。本研究聚焦于对环境相关浓度的低密度聚乙烯(LDPE)、高密度聚乙烯(HDPE)和聚氯乙烯(PVC)微塑料污染(2%、4%和6%)在不同观测天数(5、10、15、20、25和30天)对砂土、粉质土和黏土类型的指标性质和强度参数的影响进行比较分析。开展了广泛的实验研究,以了解污染对各土壤类型的含水量、比重、液限、塑限、塑性指数、最佳含水量、最大干密度和抗剪强度参数的影响。研究发现,与粉质土相比,黏性土中阿太堡界限的降低更为明显,因为黏性土具有较大的比表面积,导致颗粒间范德华引力成为主导力,而粉质土受微塑料添加影响,净引力减小。对于黏性土,PVC微塑料导致液限最大降低达168%,塑限降低达33%,塑性指数降低达136%,最佳含水量降低达9.04%。砂土的最大干密度值降低幅度最大(0.59 g/cc),其次是粉质土(0.21 g/cc)和黏土(0.12 g/cc)。对于PVC和LDPE微塑料污染,砂土的含水量最大降低幅度(δ-8%)、抗剪强度(δ-0.89 kg/cm)和最大干密度(δ-0.44 g/cc)最为明显。与砂土(5.62%)和粉质土(5.3%)相比,黏性土的最佳含水量显著降低(9.57%)。砂土的黏聚力增加(0.09 kg/cm),黏性土(0.19 kg/cm)和粉质土(0.19 kg/cm)的黏聚力降低。黏性土的内摩擦角减小(∆-14.38),其次是粉质土(∆-11.23)和砂土(∆-11.02)。对于粉质土,LDPE和HDPE微塑料导致比重最大降低(δ-1.06)和黏聚力降低(0.192 kg/cm)。无论微塑料污染类型如何,砂土类型受微塑料污染影响最大,其次是黏土,粉质土类型受影响最小。由于微塑料污染,所有土壤类型的最大总抗剪强度均降低。

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