一维压缩条件下砂-黏土混合物热导率演化规律

    Evolution of thermal conductivity of sand-clay mixtures under one-dimensional compression

    • 摘要: 为揭示应力条件下天然砂-黏土混合物热导率的演化规律,通过一维压缩试验、干密度和热导率测试,研究混合物热导率k随应力水平和黏土掺量f的变化规律、热导率k与干密度ρd的内在联系、孔隙液对混合物堆积特性和传热效率的影响,基于二元介质堆积理论,构建考虑应力状态和黏土掺量的混合物热导率计算模型,同时探讨了混合物结构演化特征和微观传热机理。结果表明:砂-黏土混合物热导率k随黏土掺量f增加呈“先增大、后减小”趋势,孔隙液既显著降低颗粒间热阻,又提高kf和应力水平变化的敏感性,最大热导率值发生在f=40%附近;干密度ρd变化与k相近,f在30%~40%范围时,ρd值最大;增大竖向应力有利于提升混合物压实特性,但孔隙液对ρd值影响甚微;混合物临界掺量f*、最小孔隙比emin与应力状态、孔隙液和颗粒形貌等密切相关;提出的混合物热导率计算模型综合考虑了应力水平和组分含量的影响,具有良好的适用性;颗粒变形与破碎以及空间结构演变是进一步揭示多元颗粒混合物传热机制的重要内容。

       

      Abstract: The aim of this study is to reveal the evolution law of natural sand-clay mixtures under varied stress conditions. A series of one-dimensional compression tests and dry density and thermal conductivity measurements are conducted on both dry and saturated samples to investigate the variations of dry density ρd as well as thermal conductivity k with the increasing stress level and clay content f, and the influences of pore fluid on packing behaviors and heat flow efficiency of the mixtures. Based on the binary packing theory, a new thermal conductivity model for sand-clay mixtures considering the effects of stress state and clay content is developed and verified. In addition, the microstructural characteristics and the thermal conduction mechanisms of the binary granular mixtures are discussed. The results indicate that the thermal conductivity k of sand-clay mixtures exhibits a trend of 'increasing first and then decreasing' with an increase in the clay content f, and the pore fluid significantly reduces the thermal resistance among soil particles and increases the sensitivity of thermal conductivity to both the clay content f and stress level. The maximum k value is found around f of 40%. The dry density ρd presents a similar evolution with that of k, where the maximum ρd value is detected as the f is in the range of 30% to 40%. Increasing vertical stress is beneficial for improving the compaction behavior of the mixtures, while the presence of the pore fluid imposes a negligible effect on ρd. The critical clay content f* and the minimum void ratio emin are closely related to the state of stress, pore fluid and particle morphology. The proposed model for the thermal conductivity of the sand-clay mixtures comprehensively incorporates the hybrid effects of state of stress and fine content, which is also consistent with the binary packing theory and has good applicability. The particle deformation and breakage and the spatial structural evolution of the granular matter mixtures are recommended to further explore the thermal conduction mechanism.

       

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