Enhanced fractal capillary bundle model for effective thermal conductivity of composite-porous geomaterials

被引:24
|
作者
Chu, Zhaoxiang [1 ,2 ,3 ]
Zhou, Guoqing [2 ,3 ]
Li, Ruilin [2 ,3 ]
机构
[1] China Univ Min & Technol, Sch Elect & Power Engn, Xuzhou 221116, Jiangsu, Peoples R China
[2] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Jiangsu, Peoples R China
[3] State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Thermal conductivity; Porous media; Mixing law; Fractal theory; Capillary bundle model; Thermal-electrical analogy; Pore size distribution; GENERALIZED-MODEL; SANDSTONE PORES; HEAT-TRANSFER; MEDIA; POROSITY; PERMEABILITY; PRESSURE; FLOW; GEOMETRY; MICROTOMOGRAPHY;
D O I
10.1016/j.icheatmasstransfer.2020.104527
中图分类号
O414.1 [热力学];
学科分类号
摘要
A good knowledge of the effective thermal conductivity (ETC) of geomaterials is required to achieve accurate study on heat transfer in a variety of earth-contact engineering applications. On account of composite-porous characteristic of geomaterials, the thermal conductivity of each component is the foundation while the porous structure is the key influence factor. Accordingly, a fractal capillary bundle model at pore scale is proposed in this paper to predict the ETC of saturated/unsaturated composite-porous geomaterials. The combination of fractal theory and capillary bundle model hypothesis is used to describe the random, disordered and extremely complicated microstructure of geomaterials. The analytical solution of the ETC is obtained by using the thermal-electrical analogy technique, which demonstrates that the proposed model is a function of variety of composition and microstructure parameters. Both the effects of these two types of parameters on the ETC of geomaterials are analyzed theoretically. Compared with other models, the present model represents specific physical meaning and shows acceptable accuracy and performance. The model predictions are further compared with the available experimental data for three types of concrete, and a good agreement between them can be found in most of saturation degrees (0.2 < S-r < 0.8).
引用
收藏
页数:17
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