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刘行, 邓婷婷, 邓永锋, 柯瀚, 朱向阳. 酸碱盐胁迫环境下水泥固化重金属污染土的长期性能:现状与展望[J]. 岩土工程学报, 2023, 45(5): 1072-1085. DOI: 10.11779/CJGE20220370
引用本文: 刘行, 邓婷婷, 邓永锋, 柯瀚, 朱向阳. 酸碱盐胁迫环境下水泥固化重金属污染土的长期性能:现状与展望[J]. 岩土工程学报, 2023, 45(5): 1072-1085. DOI: 10.11779/CJGE20220370
LIU Hang, DENG Tingting, DENG Yongfeng, KE Han, ZHU Xiangyang. State of the art: long-term performance of cement-based solidfied soil under the acid/alkaline/salinity attacking environment[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(5): 1072-1085. DOI: 10.11779/CJGE20220370
Citation: LIU Hang, DENG Tingting, DENG Yongfeng, KE Han, ZHU Xiangyang. State of the art: long-term performance of cement-based solidfied soil under the acid/alkaline/salinity attacking environment[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(5): 1072-1085. DOI: 10.11779/CJGE20220370

酸碱盐胁迫环境下水泥固化重金属污染土的长期性能:现状与展望

State of the art: long-term performance of cement-based solidfied soil under the acid/alkaline/salinity attacking environment

  • 摘要: 土壤和地下水常受到工业、农业、海水和生活污水的影响,存在不同种类的腐蚀性离子。采用水泥基材料固化/稳定化修复重金属污染场地时,这些腐蚀性离子会降低水泥基固化土的性能和重金属的固化效果,长期条件下面临二次污染问题。目前采用水泥基材料的土壤固化研究多集中于新型复合固化剂的研发,对环境胁迫下固化体的耐久性问题需要更多关注。针对环境胁迫下因水泥基固化土劣化引起的工程特性和淋滤特性问题,总结国内外研究现状,系统阐述土—水泥—重金属—胁迫环境之间的相互作用机理,明晰基于酸/碱、盐环境胁迫下水泥基固化土性能演化规律及机制,为重金属污染土壤固化修复效果及耐久性提升的研究提供参考。

     

    Abstract: Soil and groundwater are often affected by industry, agriculture, sea water, and municipal sewage, and have different kinds of corrosive ions. When cement-based materials are used to reclaim the heavy-metal-contaminated sites by the solidification/stabilization method, these corrosive ions will attack the solidified soils, leading to the performance deterioration and the re-release of the heavy-metal cations. This re-release will result in the challenge of the secondary pollution under the long-term services. Presently, the research on soil solidification mainly focuses on the development of new composite solidified agent and the short-term performance, and more attention to the long-term performance under acid/alkaline/salinity attacking environment should be paid. In the study, the engineering performance and leaching characteristics are first summarized, and the interaction mechanism among the soil, binder, heavy metal and attacking environment was systematically elaborated, so as to provide a reference for the improvement of the solidified remediation quality and durability of heavy metal contaminated soil.

     

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