Effect of Fines on Thermal Conductivity of Dry Sand-Kaolin Mixture

被引:0
作者
Sivaprasad, Arjun [1 ]
Basu, Prasenjit [1 ]
机构
[1] Indian Inst Technol, Dept Civil Engn, Mumbai, India
来源
GEO-CONGRESS 2024: GEOTECHNICAL SITE AND SOIL CHARACTERIZATION | 2024年 / 348卷
关键词
Thermal conductivity; sand; fines; sand-kaolin mixture; laboratory test; SHEAR-STRENGTH; STIFFNESS;
D O I
暂无
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Soil thermal conductivity k plays a crucial role in analysis and design of different systems that rely on thermal interaction with the ground. Research indicates a significant difference between k values estimated using transient-state and steady-state methods. Apart from the rate of soil temperature increment, soil composition also influences the difference between transient-state thermal conductivity k(tr) and steady-state thermal conductivity k(st). Such a deviation of k(st) from ktr of sand-kaolin mixture is overlooked in the literature. This research focuses on the influence of fines percentage on thermal conductivity of sand-kaolin mixtures. A specially designed consolidometer, which is capable of measuring both k(st) and k(tr) from soil temperature profile derived from a single test, was used in this research. Results demonstrate that the percentage of fines filling the pore space significantly influences heat conduction, and thereby effective thermal conductivity of the mixture.
引用
收藏
页码:509 / 518
页数:10
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