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基于钢渣的高效低碳足迹粘结剂对含砷尾矿的固化/稳定化处理

Solidification/Stabilization of Arsenic-Containing Tailings by Steel Slag-Based Binders with High Efficiency and Low Carbon Footprint.

作者信息

Gao Wei, Li Zifu, Zhang Siqi, Zhang Yuying, Teng Guoxiang, Li Xiaoqi, Ni Wen

机构信息

School of Energy and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China.

Key Laboratory of High-Efficient Mining and Safety of Metal Mines, Ministry of Education, Beijing 100083, China.

出版信息

Materials (Basel). 2021 Oct 7;14(19):5864. doi: 10.3390/ma14195864.

Abstract

The disposal of nonferrous metal tailings poses a global economic and environmental problem. After employing a clinker-free steel slag-based binder (SSB) for the solidification/stabilization (S/S) of arsenic-containing tailings (AT), the effectiveness, leaching risk, and leaching mechanism of the SSB S/S treated AT (SST) were investigated via the Chinese leaching tests HJ/T299-2007 and HJ557-2010 and the leaching tests series of the multi-process Leaching Environmental Assessment Framework (LEAF). The test results were compared with those of ordinary Portland cement S/S treated AT (PST) and showed that the arsenic (As) curing rates for SST and PST samples were in the range of 96.80-98.89% and 99.52-99.2%, respectively, whereby the leached-As concentration was strongly dependent on the pH of the leachate. The LEAF test results showed that the liquid-solid partitioning limit of As leaching from AT, SST, and PST was controlled by solubility, and the highest concentrations of leached As were 7.56, 0.34, and 0.33 mg/L, respectively. The As leaching mechanism of monolithic SST was controlled by diffusion, and the mean observed diffusion coefficient of 9.35 × 10 cm/s was higher than that of PST (1.55 × 10 cm/s). The findings of this study could facilitate the utilization of SSB in S/S processes, replacing cement to reduce CO emissions.

摘要

有色金属尾矿的处置带来了全球性的经济和环境问题。在采用无熟料钢渣基粘结剂(SSB)对含砷尾矿(AT)进行固化/稳定化(S/S)处理后,通过中国浸出试验HJ/T299 - 2007和HJ557 - 2010以及多过程浸出环境评估框架(LEAF)的浸出试验系列,研究了SSB S/S处理的AT(SST)的有效性、浸出风险和浸出机制。将试验结果与普通硅酸盐水泥S/S处理的AT(PST)的结果进行了比较,结果表明,SST和PST样品的砷(As)固化率分别在96.80 - 98.89%和99.52 - 99.2%范围内,由此浸出的As浓度强烈依赖于浸出液的pH值。LEAF试验结果表明,AT、SST和PST中As浸出的液固分配极限受溶解度控制,浸出As的最高浓度分别为7.56、0.34和0.33 mg/L。整体SST的As浸出机制受扩散控制,观察到的平均扩散系数为9.35×10 cm/s,高于PST(1.55×10 cm/s)。本研究结果有助于SSB在S/S过程中的应用,替代水泥以减少CO排放。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cdf8/8510415/76d4e3f42c4b/materials-14-05864-g001.jpg

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