Experimental study and generalized predictive model of thermal conductivity of saline soil

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Zhongrui Yan, Zhiliang Liu, Xusheng Wan, Jun Bi, Jun Diao, Yongqiang Cao
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Abstract

Soil salinization is a critical factor contributing to land degradation, with substantial impacts on the thermal and physical behavior of soils. In order to study the changes in thermal conductivity of saline soils, the thermal conductivity of soil samples with different water contents (16%, 18%, 20%) and salt contents (0%, 0.5%, 1%) at different temperatures was measured, and a generalized predictive model for the thermal conductivity of saline soil was proposed. The results reveal a three-phase response of thermal conductivity to temperature variation: an initial slight decrease, followed by a sharp increase, and finally a decrease towards stability. Thermal conductivity increases with rising water content. When freezing begins, the thermal conductivity increases, but decreases with the formation of microfissures due to frost heave. The relationship between thermal conductivity and salt content is related to water content. In soils with low water contents (16% and 18%), salinity first raises thermal conductivity. Beyond a certain increase, salinity compresses the soil-colloid electric double layer (EDL), induces flocculation, and lowers thermal conductivity. High salt content (> 1%) compress the EDL of soil colloids, promoting flocculation and reducing thermal conductivity. Based on experimental results, a generalized predictive model for the thermal conductivity of saline soil was proposed, which comprehensively considers the effects of water content, salt content, and frost heave. The model validation showed strong consistency ( range of 0.635–0.921). These findings contribute to a better understanding of heat transport in saline soils and offer practical insights for engineering applications in cold and salinized regions.

Abstract Image

盐渍土导热系数的试验研究及广义预测模型
土壤盐渍化是导致土地退化的关键因素,对土壤的热物理行为有重大影响。为了研究盐渍土热导率的变化,测量了不同含水量(16%、18%、20%)和含盐量(0%、0.5%、1%)的土壤样品在不同温度下的热导率,提出了盐渍土热导率的广义预测模型。结果表明,热导率随温度变化呈三相响应:开始时略有下降,随后急剧上升,最后趋于稳定。热导率随含水量的增加而增加。当冻结开始时,导热系数增加,但由于冻胀形成微裂缝,导热系数降低。导热系数与含盐量的关系与含水量有关。在含水量低(16%和18%)的土壤中,盐度首先提高导热系数。盐度超过一定程度后,土壤-胶体双电层(EDL)会被压缩,引起絮凝,并降低导热系数。高盐含量(> 1%)压缩土壤胶体的EDL,促进絮凝,降低导热系数。基于试验结果,提出了综合考虑含水率、含盐量和冻胀影响的盐渍土导热系数广义预测模型。模型验证具有较强的一致性(R²范围为0.635 ~ 0.921)。这些发现有助于更好地理解盐渍土的热传输,并为在寒冷和盐渍化地区的工程应用提供实际见解。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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