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      • Coupling Model of Moisture-heat-stress Fields of Subgrade in Seasonal Frozen Soil Regions to Freeze-thaw Cycles

        ( Xiaoning Li ),( Si-xiang Ling ),( Chun-wei Sun ),( Bao-long Zhu ),( Ming-uuan Sun ) 대한지질공학회 2019 대한지질공학회 학술발표회논문집 Vol.2019 No.2

        This work addresses the freeze-thaw cycles of subgrade in seasonal permafrost region western Sichuan plateau. The mechanism of freeze-thaw cycle effect of seasonal frozen subgrade under freeze-thaw cycle is explained. The analysis results show that the variation tendency of the simulated results are in good agreement with that of the field measured results. The freezing depth of the slope foot is smaller than that of the natural ground and is larger than that of the roadbed, which is affected by the freeze-thaw cycle effect, the freezing depth of the roadbed is more easily and the freezing depth is further increased. During the freezing period, a freezing front quickly forms at the natural ground surface with the water below migrates to it. The variation of the saturation at the maximum freezing depth is affected not only by the ambient temperature of the surface boundary during the melting period, but also by the continuous downward flow of cold energy, which makes the ambient temperature down to the freezing temperature, resulting in a short period of freezing, and in consequence, the saturation decreases briefly. Under the same circumstances, the closer the freezing front is to the underground water level, the smaller the frost heave and thawing settlement rate are. The water-thermal coupling effect has a further affect on the frost heaving rate.

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