RDA-Regional Development Agency Celje, Kidriceva ulica 25, 3000 Celje, Slovenia.
J Hazard Mater. 2010 Jun 15;178(1-3):926-33. doi: 10.1016/j.jhazmat.2010.02.026. Epub 2010 Feb 16.
In a laboratory study, Portland cement (15%, w/w) was used for solidification/stabilisation (S/S) of Cd, Pb, Zn, Cu, Ni and As contaminated soils from the former industrial site. Soils formed solid monoliths with cement. S/S effectiveness was assessed by measuring the mechanical strength of the monoliths, concentrations of metals in deionised water and TCLP (toxicity characteristic leaching procedure) soil extracts, and mass transfer of metals. Concentrations of Cd, Pb, Zn and Ni in water extracts from S/S soils generally decreased, concentrations of As remained unchanged, while concentrations of Cu increased. Concentrations of Cd, Pb, Zn and Ni in the TCLP extracts from S/S soils were lower than from original soils. Cu extractability was lower in most soil samples, while the extractability of As from S/S soils increased. Overall, the concentration of metals in deionised water and TCLP solution, obtained after extraction of the S/S soils, was below the regulatory limits. S/S greatly reduced the mass transfer of Cd (up to 83-times), Pb (up to 13.7-times) and Zn (up to 294-times). Mass transfer of Ni and As was generally also reduced, while that of Cu increased in some S/S soils. Based on the findings of mass-transfer mechanism analysis the predominant mechanism of release was surface wash-off of metals otherwise physically encapsulated within the cementous soil matrix.
在一项实验室研究中,波特兰水泥(15%,w/w)被用于固化/稳定化(S/S)前工业场地受 Cd、Pb、Zn、Cu、Ni 和 As 污染的土壤。土壤与水泥形成了固体整体。通过测量整体的机械强度、去离子水中金属的浓度和 TCLP(毒性特征浸出程序)土壤浸出物中的浓度以及金属的质量转移来评估 S/S 的效果,来自 S/S 土壤的水浸出物中 Cd、Pb、Zn 和 Ni 的浓度普遍下降,As 的浓度保持不变,而 Cu 的浓度增加。来自 S/S 土壤的 TCLP 浸出物中的 Cd、Pb、Zn 和 Ni 浓度低于原始土壤。大多数土壤样品中 Cu 的可提取性较低,而 S/S 土壤中 As 的可提取性增加。总体而言,在提取 S/S 土壤后,去离子水和 TCLP 溶液中金属的浓度低于监管限制。S/S 大大减少了 Cd(高达 83 倍)、Pb(高达 13.7 倍)和 Zn(高达 294 倍)的质量转移。Ni 和 As 的质量转移通常也减少了,而在一些 S/S 土壤中 Cu 的质量转移增加了。基于质量转移机制分析的发现,释放的主要机制是金属的表面冲刷,否则这些金属被物理包裹在水泥土壤基质中。