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张虎, 胡金涛, 郑波, 杨岁桥, 东宇轩, 鲁明, 梁煜, 邢利军. 水平冻结下软黏土水热力响应及冷生构造研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240683
引用本文: 张虎, 胡金涛, 郑波, 杨岁桥, 东宇轩, 鲁明, 梁煜, 邢利军. 水平冻结下软黏土水热力响应及冷生构造研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240683
Study on the hydrothermal and mechanical responses and cryostructure of soft clay under horizontal freezing[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240683
Citation: Study on the hydrothermal and mechanical responses and cryostructure of soft clay under horizontal freezing[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240683

水平冻结下软黏土水热力响应及冷生构造研究

Study on the hydrothermal and mechanical responses and cryostructure of soft clay under horizontal freezing

  • 摘要: 利用自主研发的一维可视化水平冻结装置,在不同温度梯度下对软黏土开展了单向水平冻结试验,并对土体纵剖面冷生构造的发育过程进行了全程观测。结果表明水平冻结过程中水分迁移会引起温度、水分、孔隙水压力、土压力等水热力响应,温度梯度是水分迁移的主要诱因。在重力作用下,水平冻结过程中土体发生双向水分重分布,但水平向水分迁移量显著高于竖直向。冻结120h后,冻结区含水率显著高于初始含水率,最大值常出现在离冻结锋面1~3cm处;未冻区的含水率要普遍低于初始值,这表明未冻区存在脱水固结现象。此外,水平冻结过程中软黏土纵剖面具备清晰显著的冷生构造,其形成主要是低温吸力和结晶应力诱导张拉应力增大作用的结果。以冷生构造的形态、密度和分布特征为依据,将其定性划分为整体状、纤维层状、薄层状、厚层状。该项研究成果初步揭示了水平冻结过程中软黏土水-热-力-构造响应过程,为准确阐述水平冻胀机制提供了必要的理论参考。

     

    Abstract: Using a self-developed one-dimensional visual horizontal freezing device, one-way horizontal freezing tests were conducted on soft clay under various temperature gradients. The development of the cryostructure in the longitudinal section of the soil was observed. The results indicate that water migration during the horizontal freezing process induces thermal responses, including variations in temperature, water content, pore-water pressure, and soil pressure, with the temperature gradient being the primary driver of water migration. During the horizontal freezing process, bidirectional water redistribution occurs in the soil due to gravitational effects; however, horizontal water migration is significantly greater than vertical migration. After 120h of freezing, the water content within the freezing zone is markedly higher than the initial water content, with the maximum often observed at 1~3 cm from the freezing front. Conversely, the water content in the unfrozen area is generally lower than the initial value, indicating dehydration consolidation in this region. Additionally, the longitudinal section of the soft clay exhibits a distinct and pronounced cryostructure during the horizontal freezing process, primarily resulting from increased tensile stress due to low-temperature suction and crystallization stress. Based on the shape, density, and distribution characteristics of the cryostructure, it can be qualitatively categorized into whole shapes, fiber layers, thin layers, and thick layers. The findings of this study provide preliminary insights into the water-heat-force-structure response processes of soft clay during horizontal freezing, offering a necessary theoretical foundation for elucidating the mechanisms of horizontal frost heave.

     

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