Zhongrui Yan, Zhiliang Liu, Xusheng Wan, Jun Bi, Jun Diao, Yongqiang Cao
{"title":"盐渍土导热系数的试验研究及广义预测模型","authors":"Zhongrui Yan, Zhiliang Liu, Xusheng Wan, Jun Bi, Jun Diao, Yongqiang Cao","doi":"10.1007/s10064-025-04509-3","DOIUrl":null,"url":null,"abstract":"<div><p>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 (<i>R²</i> 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.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 11","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Experimental study and generalized predictive model of thermal conductivity of saline soil\",\"authors\":\"Zhongrui Yan, Zhiliang Liu, Xusheng Wan, Jun Bi, Jun Diao, Yongqiang Cao\",\"doi\":\"10.1007/s10064-025-04509-3\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>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 (<i>R²</i> 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.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 11\",\"pages\":\"\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-10-10\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Bulletin of Engineering Geology and the Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s10064-025-04509-3\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, ENVIRONMENTAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04509-3","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
Experimental study and generalized predictive model of thermal conductivity of saline soil
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 (R² 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.
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.