Experimental study demonstrates durable erosion resistance in biocemented aeolian sand across freeze–thaw cycles, indicating viable desertification control in cold climates.
Frequent aeolian sand activities on the Qinghai–Tibet Plateau accelerate permafrost degradation, leading to vegetation loss and infrastructure damage. Microbial-induced calcium carbonate precipitation (MICP) provides a sustainable alternative to traditional sand stabilization methods. However, its resilience to freeze–thaw (F-T) cycles is not fully understood. This study examines the performance of MICP-treated aeolian sand after being subjected to 1, 3, 5, 7, and 10 F-T cycles, simulating plateau summer conditions (20°C). Postcycling assessments included surface penetration tests, simulated rainfall erosion, wind erosion resistance, and microstructural analysis. The results indicate that surface strength diminished as the number of F-T cycles increased but stabilized after the 5th cycle, retaining 2,466 kPa after 10 cycles. Samples treated with MICP displayed notably better erosion resistance than the untreated controls. After 10 F-T cycles, the cumulative mass loss under rainfall erosion was reduced by 88.8%, and under wind erosion conditions, it was reduced by 60.4%. Microstructural observations revealed that although F-T cycling induced microcracks at sand–calcite interfaces, the precipitated calcium carbonate effectively mitigated frost heave damage, thereby confirming the frost resistance of MICP-treated sand. These results indicate that MICP technology can be widely applied for sand stabilization and serve as a valuable reference for stabilizing aeolian sand. Moreover, it provides new insights into erosion mitigation in cold regions, presenting a sustainable and eco-friendly approach to combating desertification.
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Tan et al. (2026) studied this question.
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