材料科学
金属
凝聚力(化学)
土壤水分
电阻率和电导率
环境修复
抗压强度
可塑性
渗透(HVAC)
岩土工程
复合材料
磁导率
水溶液中的金属离子
离子
热导率
污染
渗透计
热稳定性
矿物学
冶金
粒状材料
土工试验
热的
土壤污染
淤泥
粘土矿物
土壤结构
作者
Zhao Ruan,X. He Xu,Qing Wang,Hao Liu,Li Meng,Chengbo Ju,Jinlong Li,Zhimin Zhang
摘要
Abstract Heavy metal ions significantly alter the physical and mechanical properties of soil following infiltration, thereby jeopardizing the stability of existing structures and constraining the land's comprehensive utilization. As the concentration of heavy metal ions increased, the electrical resistivity of contaminated soils decreased by approximately 90%, the proportion of clay particles reduced, particle size increased, and both the liquid and plastic limits, as well as the plasticity index, decreased by 2%. The thermal conductivity increased by about 17%, and the permeability coefficient remained in the range of 10 −4 cm/s. Heavy metal ions degraded the soil's strength, with unconfined compressive strength of soils contaminated with 2.0% copper, cadmium, and lead decreasing by 34%, 21%, and 28%, respectively. Cohesion decreased by 28%, 38%, and 48%. The intrinsic mechanisms of heavy metal ion infiltration into silty clay were revealed through SEM, XRD, and FITR tests. Microstructural changes correlate strongly with macroscopic test results. This study on the impact of heavy metal infiltration on the engineering properties of soil, and its underlying mechanisms, provides a crucial theoretical basis for assessing soil pollution, remediation efforts, and the effective utilization of contaminated sites.
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