岩土力学 ›› 2025, Vol. 46 ›› Issue (S1): 92-105.doi: 10.16285/j.rsm.2024.1134CSTR: 32223.14.j.rsm.2024.1134

• 基础理论与实验研究 • 上一篇    下一篇

碳化作用下活性氧化镁固化锌污染土的溶出特性研究

宋宇1, 2,丁松1, 2,陈凯斌1, 2,江嘉辉1, 2,杨承琨1, 2, 陈玉洁1, 2,张建伟3,郑俊杰4   

  1. 1. 桂林理工大学 土木工程学院,广西 桂林 541000;2. 中国地质科学院岩溶地质研究所 自然资源部/广西岩溶动力学重点实验室, 广西 桂林 541004;3. 河南大学 土木建筑学院,河南 开封 475004;4. 武汉大学 土木建筑工程学院,湖北 武汉 430072
  • 收稿日期:2024-09-13 接受日期:2024-11-25 出版日期:2025-08-08 发布日期:2025-08-26
  • 通讯作者: 丁松,男,1998年生,硕士研究生,主要从事重金属污染特殊土相关研究。E-mail: 2120210727@glut.edu.cn
  • 作者简介:宋宇,女,1981年生,博士,教授,硕士生导师,主要从环境岩土工程方面的教学与研究工作。E-mail: songyu119@glut.edu.cn
  • 基金资助:
    国家自然科学基金(No.42262030);广西岩溶动力学重大科技创新基地开放课题(No.KDL&Guangxi202303);河南省科技研发计划联合基金(No.225200810005);广西岩土力学与工程重点实验室开放课题(No.桂科岩2023-XT-02)。

Dissolution characterization of zinc-contaminated soils cured by activated magnesium oxide based on carbonation

SONG Yu1, 2, DING Song1, 2, CHEN Kai-bin1, 2, JIANG Jia-hui1, 2, YANG Cheng-kun1, 2, CHEN Yu-jie1, 2, ZHANG Jian-wei3, ZHENG Jun-jie4   

  1. 1. School of Civil and Construction Engineering, Guilin University of Technology, Guilin, Guangxi 541000, China; 2. Key Laboratory of Karst Dynamics, Ministry of Natural Resources & Guangxi, Institute of Karst Geology, Chinese Academy of Geological Sciences, Guilin, Guangxi 541004, China; 3. School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan 475004, China; 4. School of Civil Engineering, Wuhan University, Wuhan, Hubei 430072, China
  • Received:2024-09-13 Accepted:2024-11-25 Online:2025-08-08 Published:2025-08-26
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42262030), the Open Project of the Major Science and Technology Innovation Base of Karst Dynamics in Guangxi (KDL&Guangxi202303), the Joint Fund of the Science and Technology Research and Development Program of Henan Province (225200810005) and the Open Project of the Key Laboratory of Geotechnical Mechanics and Engineering of Guangxi (Guike Yan2023-XT-02).

摘要: 随着工业和城市化进程的不断发展,重金属污染问题日益凸显。这就对现场适用且行之有效的稳定/固化(stabilization/solidification,S/S)方法提出了要求。因此,研究了强酸(pH = 3)、弱酸(pH = 5)和中性(pH = 7)环境下活性氧化镁(MgO)碳化固化污染土中锌的长期淋滤行为和淋滤机制。采用半动态淋滤试验方法,根据有效扩散系数De和可滤出性指标Lx评价了在不同污染浓度、活性氧化镁掺量及碳化时间下S/S处理的效果。结果表明,强酸性(pH = 3)环境中锌离子的溶出量明显大于弱酸性(pH = 5)和中性(pH = 7)环境,均比未处理污染土样低4~5个数量级。碳化处理后土体的De均小于3×10−13 m2/s,Lx均超过9,满足了污染场地控制再利用的条件。在长时间的酸侵蚀下,碳化后的锌最终通过溶解作用溶出。基于这些研究结果,活性氧化镁碳化方法修复锌污染土为重金属污染土地资源的安全处理和再利用奠定了坚实的基础。

关键词: 碳化作用, 活性氧化镁, 半动态淋滤试验, 有效扩散系数, 可滤出性指标

Abstract: Heavy metal contamination is a growing problem with increasing industrial and urbanization processes. This has created a requirement for field-applicable and effective stabilization/solidification (S/S) methods. Therefore, the long-term leaching behavior and leaching mechanism of zinc from activated magnesium oxide (MgO) carbonation-cured contaminated soils in strong (pH = 3), weak (pH = 5), and neutral (pH = 7) environments were investigated. The semi-dynamic leaching test method was used to evaluate the effect of S/S treatment under different pollution concentrations, active MgO dosages, and carbonation times by effective diffusion coefficient (De) and leachability index (Lx). The results showed that the dissolution of Zn ions in the strongly acidic (pH = 3) environment was significantly greater than that in the weakly acidic (pH = 5) and neutral (pH = 7) environments, both of which were 4−5 orders of magnitude lower than that in the untreated contaminated soil samples. The De of the carbonation-treated soils were all less than 3×10−13 m2/s, and the Lx were all more than 9, fulfilling the condition of controlling the contaminated site underutilization. Under prolonged acid attack, the carbonated Zn was eventually leached out by dissolution. Based on these findings, the remediation of Zn-contaminated soils by the activated MgO carbonation method lays a solid foundation for safely treating and reusing heavy metal-contaminated land resources.

Key words: carbonation, activated magnesium oxide, semi-dynamic leaching test, effective diffusion coefficient, leachability index

中图分类号: TU411
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