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张文杰, 金典, 郭兴璋, 李西斌. 碱激发高炉矿渣固化/稳定化Cr(Ⅵ)污染土试验研究[J]. 岩土工程学报, 2025, 47(1): 57-64. DOI: 10.11779/CJGE20230991
引用本文: 张文杰, 金典, 郭兴璋, 李西斌. 碱激发高炉矿渣固化/稳定化Cr(Ⅵ)污染土试验研究[J]. 岩土工程学报, 2025, 47(1): 57-64. DOI: 10.11779/CJGE20230991
ZHANG Wenjie, JIN Dian, GUO Xingzhang, LI Xibin. Experimental study on solidification/stabilization of Cr(Ⅵ)-contaminated soil by alkali-activated ground granulated blast furnace slag[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(1): 57-64. DOI: 10.11779/CJGE20230991
Citation: ZHANG Wenjie, JIN Dian, GUO Xingzhang, LI Xibin. Experimental study on solidification/stabilization of Cr(Ⅵ)-contaminated soil by alkali-activated ground granulated blast furnace slag[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(1): 57-64. DOI: 10.11779/CJGE20230991

碱激发高炉矿渣固化/稳定化Cr(Ⅵ)污染土试验研究

Experimental study on solidification/stabilization of Cr(Ⅵ)-contaminated soil by alkali-activated ground granulated blast furnace slag

  • 摘要: 碱激发高炉矿渣(GGBFS)替代水泥(PC)用于污染土固化处置,具有能耗低、碳排放少的特点,同时GGBFS中含的还原性硫可以将铬(Cr)从六价还原成三价,从而显著提高固化/稳定化效率。使用碱激发GGBFS固化/稳定化总Cr含量2000 mg/kg(其中Cr(Ⅵ)1210 mg/kg)的污染土,并与PC固化进行对比。通过浸出毒性、固定效率和无侧限抗压强度分析处理效果,借助pH、还原效率、化学形态、矿物成分和微观图像分析揭示了相关机理。结果表明,GGBFS固化污染土的Cr浸出浓度明显低于PC固化土,GGBFS掺量20%,养护龄期28 d时总Cr和Cr(Ⅵ)浸出浓度分别降至2.12,1.09 mg/L,满足填埋场进场浓度限值要求,且GGBFS固化污染土的强度明显高于PC固化土;还原效率分析表明,GGBFS中的S2-可以有效地将Cr(Ⅵ)还原成Cr(Ⅲ),还原效率可达96.0%,从而很大程度上避免了Cr(Ⅵ)对水化过程的抑制作用,使用GGBFS固化/稳定化该含量的Cr(Ⅵ)污染土时不需额外添加还原剂;微观分析表明,与PC相比,GGBFS固化后更多不稳定态的Cr转化成稳定形态,Cr的迁移性显著降低,同时生成了更多水化凝胶,土颗粒胶结程度更高,因此具有更好的封固效果和更高强度。该研究为GGBFS固化/稳定化Cr(Ⅵ)污染土提供了科学依据。

     

    Abstract: Alkali-excited ground granulated blast furnace slag (GGBFS) can be used in solidification of contaminated soil as an alternative to cement (PC), and has the merits of low energy consumption and low carbon emission. At the same time, the sulfur contained in the GGBFS can reduce hexavalent chromium to trivalent chrome and therefore significantly improve the treat efficiency. Solidification/stabilization (S/S) of a Cr-contaminated soil with the total Cr content of 2000 mg/kg (including 1210 mg/kg Cr(Ⅵ)) is carried out. The treatment by the alkali-excited GGBFS is compared with that by PC. The leaching toxicity, immobilization efficiency and unconfined compressive strength are analyzed to study the treatment effects. The pH, reduction efficiency, chemical morphology, mineral composition and microscopic images are analyzed to investigate the related mechanism. The results show that the leached Cr concentration after treated by the GGBFS is significantly lower than that of the PC. At a GGBFS dosage of 20% and a curing period of 28 d, the leached total Cr and Cr(Ⅵ) decrease to 2.12 and 1.09 mg/L, which meet the regulation limit for landfill disposal. The strength of the GGBFS-treated soil is obviously higher than that of the PC. The valence state analysis shows that S2- in the GGBFS can effectively reduce Cr(Ⅵ) to Cr(Ⅲ) with a reduction efficiency as high as 96.0%, which avoids the inhibition of Cr(Ⅵ) to the hydration process. The additional reduction agent is not needed when treating such a Cr-contaminated soil with the GGBFS. After the GGBFS treatment, more unstable Cr is transformed to stable forms, and the Cr mobility is significantly reduced. Also, more hydrated gels are generated for cementation of soil particles, resulting in better encapsulation effects and higher strength. This study provides a scientific basis for the S/S of Cr(Ⅵ)-contaminated soil using the GGBFS.

     

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