This study employs Enzyme-Induced Carbonate Precipitation (EICP) technology on Yili loess to enhance its resistance to freeze–thaw damage. EICP significantly improves the durability of the loess by restricting moisture migration and alleviating stresses induced by ice crystal formation. Following 15 freeze–thaw cycles, specimens treated with EICP exhibited only minor surface cracks, in stark contrast to the extensive crack networks observed in untreated specimens. In terms of mechanical properties, the EICP-treated loess demonstrated a 1.5-fold increase in unconfined compressive strength and a 1.33-fold rise in initial elastic modulus, maintaining advantages of 1.6-fold and 2.2-fold, respectively, after undergoing the cycles. The failure mode shifted from shear to compression, indicating enhanced structural integrity. Under the combined effects of freeze–thaw action and confining pressure, the shear strength of the treated loess consistently remained higher, primarily due to an increase in cohesion (1.17-fold initially and 18.72% higher after cycling), while the friction angle exhibited minimal change. Scanning Electron Microscope (SEM) observations revealed that calcium carbonate cementation filled the pores, resulting in a dense structure dominated by small- to medium-sized pores, effectively suppressing pore expansion and crack propagation induced by freeze–thaw cycles. This research showcases a promising technique for stabilizing Yili loess in cold regions.
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