Model of soil thermal conductivity in the form of a truncated sphere

被引:2
作者
Zakharov, A. V. [1 ]
Ponomaryov, A. B. [1 ]
Ofrikhter, I. V. [2 ]
机构
[1] St Petersburg Min Univ, St Petersburg, Russia
[2] Perm Natl Res Polytech Univ, Perm, Russia
来源
MAGAZINE OF CIVIL ENGINEERING | 2022年 / 114卷 / 06期
关键词
theoretical analysis; theoretical prediction model; thermal conductivity; porosity; soil; thermal conductivity model; WATER-CONTENT; PREDICTION; HEAT; TEXTURE; DENSITY;
D O I
10.34910/MCE.114.3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The model is designed for a three-phase soil system: mineral part, water, and air. The model's input parameters are porosity and water saturation coefficient, which characterize the volumetric ratio of the main components in the soil. The soil thermal conductivity model is represented as a sphere of the mineral part in the sphere of water. A cube -a unit volume, truncates both spheres. The main design parameters are the radii of the spheres of water and air. A single volume was divided into several heat flow paths with the same set of soil components, for each of which the thermal conductivity was calculated as for a multilayer wall. The total thermal conductivity was calculated by averaging, taking into account the cross-sectional areas of each of the paths. Depending on the values of the design parameters and their relationship, the model has identified three design cases. An analytical solution is obtained for each design case. Comparison of the calculation results using the developed model showed good agreement with experimental data and existing thermal conductivity models.
引用
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页数:20
相关论文
共 40 条
[1]   Effective thermal conductivity of loose particulate systems [J].
Aduda, BO .
JOURNAL OF MATERIALS SCIENCE, 1996, 31 (24) :6441-6448
[2]  
[Anonymous], 1995, HVAC&R RES, DOI DOI 10.1080/10789669.1995.10391310
[3]  
[Anonymous], 1975, 6 INT C FDN FRANC ET
[4]   PREDICTING THE EFFECT OF TEMPERATURE ON SOIL THERMAL-CONDUCTIVITY [J].
CAMPBELL, GS ;
JUNGBAUER, JD ;
BIDLAKE, WR ;
HUNGERFORD, RD .
SOIL SCIENCE, 1994, 158 (05) :307-313
[5]   Thermal conductivity and density of clay pastes at various water contents for pelotherapy use [J].
Caridad, Victoria ;
Ortiz de Zarate, Jose M. ;
Khayet, Mohamed ;
Legido, Jose L. .
APPLIED CLAY SCIENCE, 2014, 93-94 :23-27
[6]   An empirical model for the thermal conductivity of compacted bentonite and a bentonite-sand mixture [J].
Cho, Won-Jin ;
Lee, Jae-Owan ;
Kwon, Sangki .
HEAT AND MASS TRANSFER, 2011, 47 (11) :1385-1393
[7]   SOIL HEAT AND WATER-FLOW WITH A PARTIAL SURFACE MULCH [J].
CHUNG, SO ;
HORTON, R .
WATER RESOURCES RESEARCH, 1987, 23 (12) :2175-2186
[8]   A generalized thermal conductivity model for soils and construction materials [J].
Côté, J ;
Konrad, JM .
CANADIAN GEOTECHNICAL JOURNAL, 2005, 42 (02) :443-458
[9]  
Dharssi I., 2009, New soil physical properties implemented in the Unified Model at PS18
[10]   Critical Review of Thermal Conductivity Models for Unsaturated Soils [J].
Dong Y. ;
McCartney J.S. ;
Lu N. .
Geotechnical and Geological Engineering, 2015, 33 (2) :207-221