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Stability of lead-zinc contaminated soil cured by soybean urease without CaCl2

Zhenyu WU1Chaolong DUAN2Xiangchun XU1,3( )Jianwei ZHANG1Hanliang BIAN1Qingbo YANG4
School of Civil and Architecture Engineering, Henan University, Kaifeng 475004, Henan, P. R. China
China Construction Eighth Engineering Division Corp. Ltd., Shanghai 200122, P. R. China
Henan Province Capital Construction Science Experiment Institute Group, Zhengzhou 450016, P. R. China
Henan Zhuoyue Construction Engineering Co. Ltd., Zhengzhou 450016, P. R. China
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Abstract

In order to examine the effect of soybean urease without CaCl2 curing treatment on the long-term stability of lead-zinc contaminated soil after restoration without greatly improving the strength of cultivated soil, the long-term stability of contaminated soil after restoration under the complex environment of dry-wet cycles, freeze-thaw cycles and acid rain leaching was discussed by using pH value, heavy metal ion leaching rate and soil heavy metal occurrence form, respectively. The results show that the surface strength of the soil cured by soybean urease without CaCl2 is significantly reduced and the permeability is improved compared with that cured by EICP. With the increase of dry-wet cycles and freeze-thaw cycles, soil pH value decreases slowly but remains weakly alkaline, and the increasing trend of heavy metal leaching rate slows down. Under the action of acid rain, with the increase of pH value of acid rain solution, the contents of Pb2+ and Zn2+ in leached solution gradually decrease, and both meet the requirements of hazardous waste disposal regulations. In addition, different types of acid rain have different effects on repaired soil, and its stability under sulfuric acid rain is better than that under nitric acid rain.

CLC number: TU411.3 Document code: A Article ID: 2096-6717(2026)02-0008-11

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Journal of Civil and Environmental Engineering
Pages 8-18

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Cite this article:
WU Z, DUAN C, XU X, et al. Stability of lead-zinc contaminated soil cured by soybean urease without CaCl2. Journal of Civil and Environmental Engineering, 2026, 48(2): 8-18. https://doi.org/10.11835/j.issn.2096-6717.2024.014

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Received: 20 November 2023
Published: 01 April 2026
© Journal of Civil and Environmental Engineering