This study investigates the mechanical properties of silty soil in seasonally frozen regions,stabilized using lignin fibers in conjunction with microbially induced carbonate precipitation(MICP).A series of experi-ments were conducted,including assessments of calcium carbonate production influenced by lignin fibers,un-confined compressive strength tests,direct shear tests,and scanning electron microscopy(SEM)analysis of lig-nin fiber-MICP stabilized samples subjected to freeze-thaw cycles.The results indicate a linear increase in calci-um carbonate content with increasing fiber content,with the calcium carbonate content in the SF2M sample ex-hibiting a 426.6%increase compared to the SF0M sample.With an increase in freeze-thaw cycles,both the un-confined compressive strength and shear strength of all samples diminished,eventually stabilizing.Among the samples,the SF1.5M,containing 1.5%lignin fiber,demonstrated the highest resistance to freeze-thaw degrada-tion.After 10 freeze-thaw cycles,its unconfined compressive strength decreased by only 45.9%,whereas the SF0M and SF0 samples showed reductions of 63.4%and 80.0%,respectively.Furthermore,after 10 freeze-thaw cycles under a normal stress of 400 kPa,the shear strength of the SF1.5M sample increased by 76.4%and 184%compared to the SF0M and SF0 samples,respectively.Cohesion in the SF1.5M sample also improved significantly,with increases of 46.5%and 126.0%over the SF0M and SF0 samples.At a fiber content of 1.5%,a denser cemented structure formed between soil particles,calcium carbonate crystals,and fibers,en-hancing soil stabilization.However,when the fiber content reached 2.0%,calcium carbonate crystals inter-twined with the fibers,forming aggregates that impeded the effective cementation between soil particles,there-by diminishing the stabilization effect.In conclusion,this research offers important data and theoretical guid-ance for soil reinforcement in cold regions,particularly under the influence of freeze-thaw cycles.The findings contribute to the understanding of soil stabilization mechanisms and provide practical insights for improving the mechanical properties of silty soils in seasonally frozen environments.