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Microbially Induced Magnesium Carbonate Precipitation (MIMP) technology provides an innovative method for solidifying and stabilizing heavy metal-contaminated soils. However, the mechanical strength and microstructure of the soil following remediation require further investigation. This study evaluates the mechanical properties of zinc-contaminated soil solidified using MIMP technology under varying zinc ion concentrations, cementing solution concentrations, and curing times. Unconfined compressive strength tests, carbonate production tests, and microscopic analyses are employed to assess microstructural changes. The results indicate that MIMP enhances the unconfined compressive strength of red clay, with significantly higher strength observed in samples without zinc contamination than those with zinc contamination. The maximum unconfined compressive strength is achieved at a cementing solution concentration of 1.25 mol/L and a curing time of 15 days, conditions under which the production of magnesium carbonate also peaks. As the zinc ion concentration increases, the unconfined compressive strength of the samples gradually decrease, accompanied by a reduction in magnesium carbonate production. With longer curing times, the unconfined compressive strength increases while the amount of magnesium carbonate rises and stabilizes. Microscopic analysis reveals that MIMP treatment fills internal pores, reducing their number and enhancing the bonding strength between soil particles. The primary mineral composition consists predominantly of hydromagnesite and magnesium carbonate.

来源平台：GEOMICROBIOLOGY JOURNAL