首页|pH值对MICP固化修复镉污染尾矿的影响研究

pH值对MICP固化修复镉污染尾矿的影响研究

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微生物诱导碳酸钙沉淀(MICP)方法是一种生态友好、可持续的污染土固化与修复技术,而对于MICP在不同土壤pH值环境下处理重金属污染土影响的研究较少.利用巴氏芽孢杆菌ATCC 11859分别在pH值为 5,7,9,11条件下进行了MICP修复Cd溶液试验、Cd污染尾矿固化修复试验.结果表明,水溶液修复试验中,在pH为5~11范围内均能有效钝化Cd2+,当pH值为 9 时对Cd2+钝化效果最佳;尾矿固化试验中,酸性淋溶液会加快尾矿中的Cd2+浸出,MICP主要将尾矿中Cd的酸可溶态转化为可还原态和残渣态,且钝化效果与碳酸盐生成率呈正相关关系.通过对生物矿化沉淀的FTIR、XRD、XPS和SEM-EDS分析表征,揭示了MICP钝化重金属和固化尾矿的机理:MICP通过生物吸附和碳酸钙的吸附、离子交换、共沉淀等作用完成对重金属离子的钝化,通过覆膜作用、黏结作用和桥接作用增大土颗粒内摩擦角和土粒间的黏聚力.
Effects of pH on MICP curing of cadmium-contaminated tailings
The microbial induced calcium carbonate precipitation(MICP)method is regarded as an environmentally sustainable approach for the solidification and remediation of contaminated soils.However,there are limited researches dedicated to understanding the impact of pH on the MICP treatment of heavy metals.In this study,the MICP remediation experiments involving cadmium(Cd)solution and Cd-contaminated tailings using Sporosarcina pasteurii ATCC 11859 at varying pH levels of 5,7,9,and 11 are conducted.The results indicate that in the aqueous solution tests,the effective immobilization of Cd2+occurs across the pH range of 5 to 11.The optimal immobilization of Cd2+is observed at a pH of 9.In contrast,during the consolidation and remediation tests on tailings,the introduction of acidic drenching solutions expedites the leaching of Cd2+from the tailings.In this context,the MICP primarily transforms the acid-soluble fraction of Cd within the tailings into reducible and residual states.Importantly,the effectiveness of this passivation process exhibits a positive correlation with the rate of carbonate generation.The analytical characterization through FTIR,XRD,XPS and SEM-EDS of biomineralization precipitation offers insights into the mechanisms underlying the fixation of heavy metals by the MICP and the solidification of tailings.The MICP accomplishes the immobilization of heavy metal ions through a combination of biosorption and calcium carbonate adsorption,ion exchange and co-precipitation processes.Furthermore,the MICP enhances the friction angle of soil particles and promotes cohesion among them through coating,bonding and bridging effects.

microbial-induced calcite precipitationpHsolidification and remediation of contaminated soilCdmicro-mechanism

江昭明、陈永贵、文子豪、付俊、周罕

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同济大学土木工程学院地下建筑与工程系,上海 200092

中国有色金属工业昆明勘察设计研究院有限公司,云南 昆明 650051

微生物诱导碳酸钙沉淀 pH值 固化修复污染土 微观机理

2025

岩土工程学报
中国水利学会 中国土木工程学会 中国力学学会 中国建筑学会 中国水力发电工程学会 中国振动工程学会

岩土工程学报

北大核心
影响因子:1.952
ISSN:1000-4548
年,卷(期):2025.47(1)