Effects of drying-induced shrinkage on thermal and hydraulic properties of clayey soils

Zhengchao Tian, Mouhui Zhang, Jiazhou Chen, Thorsten Knappenberger
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Abstract

The shrinkage and swelling phenomenon of clayey soils induces substantial effects on measurement and modeling of soil thermal and hydraulic properties. This study developed a combined heat-pulse and evaporation method for simultaneous measurement of soil deformation, thermal, and hydraulic properties of clayey soils during drying-shrinkage processes. Four clayey soils with different textures and initial bulk densities (ρb) were subjected to evaporative-drying experiments. The results showed that the shrinkage process significantly altered the soil pore structure, water-holding capacity, and hydraulic conductivity. Neglecting the soil volume change during drying led to an underestimation of soil water retention, with maximum biases of 0.05–0.09 cm3 cm−3 in the water content (θ) at the same metric potential, and resulted in errors spanning several orders of magnitude in hydraulic conductivity at the same θ condition. The soil thermal properties, including volumetric heat capacity (C), thermal conductivity (λ), and thermal diffusivity (α), exhibited distinct trends with changing θ and ρb compared to rigid soils. The C showed strong positive linear correlations with the θ, but the slopes were lower than those for rigid soils due to the offsetting effect of increasing ρb. The λ first increased and then decreased with the increasing θ, in contrast to the monotonic increase observed in rigid soils. The α had a strong negative linear relationship with the θ, contrary to the typical positive correlation in rigid soils. Meanwhile, effects of the changing ρb on the thermal properties were opposite than did the variation in θ. The findings highlight the importance of considering soil volume change when characterizing the coupled water-heat transport processes in expansive clayey soils. The developed method provides a useful tool for investigating the complex interactions between soil deformation, thermal and hydraulic properties during drying-wetting cycles.
粘性土的收缩和膨胀现象会对土壤热力和水力特性的测量和建模产生重大影响。本研究开发了一种热脉冲和蒸发相结合的方法,用于同时测量粘性土在干燥-收缩过程中的土壤变形、热和水力特性。对四种不同质地和初始容重(ρb)的粘性土壤进行了蒸发干燥实验。结果表明,收缩过程极大地改变了土壤的孔隙结构、持水能力和导水率。忽略干燥过程中土壤体积的变化会导致土壤保水性被低估,在相同公势下,土壤含水量(θ)的最大偏差为 0.05-0.09 cm3 cm-3,而在θ相同的条件下,土壤导水性的误差会达到几个数量级。与刚性土壤相比,随着 θ 和 ρb 的变化,包括体积热容 (C)、热导率 (λ) 和热扩散率 (α)在内的土壤热特性呈现出明显的变化趋势。C 与 θ 呈很强的正线性相关,但由于 ρb 增加的抵消效应,其斜率低于刚性土壤。随着 θ 的增大,λ 先增大后减小,这与刚性土壤中观察到的单调增大不同。α 与 θ 呈强烈的负线性关系,与刚性土壤中典型的正相关关系相反。同时,ρb 的变化对热特性的影响与 θ 的变化相反。 研究结果突出表明,在表征膨胀性粘性土的水热耦合传输过程时,考虑土壤体积变化非常重要。所开发的方法为研究干燥-湿润循环过程中土壤变形、热和水力特性之间复杂的相互作用提供了有用的工具。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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