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Measurement of thermal conductivity for frozen soil at temperatures close to 0 degrees C

机译:在近0摄氏度的温度下测量冷冻土壤的热导率

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摘要

A Fourier's law-based approach that can be used for measuring multiple thermal conductivities in one specimen simultaneously at temperatures close to 0 degrees C is described. The temperature gradient between neighboring points was observed, and the heat flux was the product of thermal conductivity from transient-state method and temperature gradient near specimen end with a temperature much lower than 0 degrees C. Distinguished from the thermal conductivity of frozen soil samples with low temperatures, the measured thermal conductivity of frozen soil samples at temperatures near 0 degrees C increased as temperature decreased, and the average increasing-rate of thermal conductivity was greater than 0.1W/(m . K)/degrees C. The developed approach validated by the independent estimations from the empirical model in literatures, and is expected to be an effective technique for measuring thermal conductivity for frozen soils with a wide range of temperatures. (C) 2019 Elsevier Ltd. All rights reserved.
机译:描述了傅里叶的基于律的方法,其可用于在接近0度C的温度下同时测量一个样品中的多个热导体。观察到相邻点之间的温度梯度,热通量是从瞬态方法和温度梯度靠近试样末端的热导率的产物,其温度远低于0℃。与冷冻土样品的导热率不同低温,随着温度降低,0摄氏度的温度下的冷冻土壤样品的测量导热率随着温度降低而增加,导热率的平均速率大于0.1w /(m。k)/℃。验证的发达方法验证通过文献中的实证模型的独立估计,预计将是用于测量具有各种温度的冷冻土的导热率的有效技术。 (c)2019年elestvier有限公司保留所有权利。

著录项

  • 来源
    《Measurement》 |2019年第2019期|共7页
  • 作者单位

    China Univ Min &

    Technol State Key Lab Geomech &

    Deep Underground Engn Xuzhou 221116 Jiangsu Peoples R China;

    China Univ Min &

    Technol State Key Lab Geomech &

    Deep Underground Engn Xuzhou 221116 Jiangsu Peoples R China;

    China Commun Construct Co Ltd Third Harbor Consultants Co Ltd Shanghai 200032 Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 计量学;
  • 关键词

    Thermal conductivity; Measurement; Warm frozen soils; Phase change;

    机译:导热系数;测量;温暖的冻土;相变;

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