Dec 2026· Journal of cold regions engineering· Vol 40· 0 citations· 57 references
Abstract
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.
Cement-improved aeolian sand is a potentially sustainable geomaterial that has been used in engineering applications such as subgrade filling and slope stabilization in cold regions. To investigate the degradation patterns of the dynamic mechanical properties of improved aeolian sand following freeze–thaw cycles, this...
Problematic fine-grained soils exhibit low strength and inadequate durability, highlighting the need for sustainable stabilization using eco-friendly binders. This study examined the strength development and durability of a natural CH soil (NSs) stabilized with fly ash (FA) based geopolymer exposed to sulfate attack an...
Calcareous sand is a critical engineering material in marine and coastal infrastructure development. However, its high angularity, internal porosity, and susceptibility to particle crushing present significant geotechnical challenges. Microbially induced carbonate precipitation has emerged as a sustainable ground impro...
Klara H. Dahl, William Forsberg, Felix A. Norberg· International Journal of Com...· 0 citations
A sustainable controlled low-strength material (CLSM) was developed using ground granulated blast-furnace slag, steel slag, and flue gas desulfurization gypsum in combination with cement to synergistically utilize engineering excavated soil and industrial solid wastes for stabilizing low liquid limit clay. However, the...
Coal gangue–soil mixtures are increasingly considered for engineered fills, slope restoration, and mine-site reclamation, where they commonly remain unsaturated and experience infiltration, evaporation, and repeated wetting–drying. Microbially induced calcium carbonate precipitation (MICP) can improve particle bonding...
Shu-Hai He· Advances in Engineering Rese...· 0 citations
Roads, embankments, and buildings in contoured areas are often constructed on clay slopes. Their stability becomes a critical concern especially under additional surcharge loads. This research investigates the effectiveness of biostimulated Microbially Induced Calcite Precipitation (MICP) in improving surcharge capacit...
Mahardi Kamalika Khusna Ali, A. I. Candra· EUREKA Physics and Engineeri...· 0 citations
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