期刊文献+

粉性土导热系数的室内实验研究 被引量:18

Laboratory experiment on thermal conductivity of silty clay
下载PDF
导出
摘要 介绍了一种在一维稳态导热状态下测量土壤导热系数的新方法——稳态平板法.该方法试样制备简便、干扰因素少、测试数据可信、成本低廉,便于工程测试应用.利用该方法测定2种典型土壤在不同干密度、水的质量分数条件下的导热系数.实验结果表明,土壤的导热系数随着水的质量分数和干密度的增加均有不同程度的提高;采用新方法得到的导热系数变化规律与采用探针法测量的结果较为一致.根据实验数据拟合得出土壤导热系数与土中水质量分数、干密度的经验公式,可供工程设计参考. A new estimation method of soil thermal conductivity,slab method,was presented,which measures the soil thermal conductivity in one-dimensional steady heat conduction process.Compared with the conventional methods,the new method has many advantages,such as convenient specimen preparation,less interference factors,higher measuring accuracy and lower cost.Using this method,the thermal conductivities of two typical soils with different water ratio and dry density were tested.The soil thermal conductivity increases with the increasing dry density and water ratio.The variation curves of the soil thermal conductivity obtained in the experiment is well consistent with those of the thermal probe method.An empirical equation of the soil thermal conductivity and water ratio was derived by curve fitting based on the experimental results,and it is convenient for engineering application.
出处 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2010年第1期180-183,共4页 Journal of Zhejiang University:Engineering Science
基金 浙江省教育厅科研资助项目(20070793)
关键词 稳态平板法 导热系数 水质量分数 干密度 数据拟合 slab method thermal conductivity water ratio dry density data fitting
  • 相关文献

参考文献4

  • 1汪集暘,马伟斌,龚宇烈,等.地热利用技术[M].北京:化学工业出版社,2004,98-100.
  • 2OCHSNER T E, ROBERT H, TUSHENG R. A new perspective on soil thermal properties [J].Soil Science Society of America, 2001, 65(6) : 1641 - 1647.
  • 3庄迎春,谢康和,孙友宏.砂土混合材料导热性能的试验研究[J].岩土力学,2005,26(2):261-264. 被引量:31
  • 4VERMA L S, SHROTRIYA A K, SINGH R. Prediction and measurement of effective thermal conductivity of three-phase systems[J]. Journal of Physics D: Applied Physics, 1991, 24(9) : 515 - 526.

二级参考文献14

共引文献32

同被引文献179

引证文献18

二级引证文献87

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部