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    Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 011::page 04022211
    Author:
    Vikas Sharma
    ,
    K. P. Lijith
    ,
    Devendra Narain Singh
    DOI: 10.1061/(ASCE)GM.1943-5622.0002538
    Publisher: ASCE
    Abstract: Accurate measurement of the thermal properties (viz., thermal conductivity, thermal resistivity, volumetric heat capacity, and thermal diffusivity) of soils in cold regions necessitates the development of techniques that are robust and efficient and that can incorporate different heat migration mechanisms under the influence of complex initial and boundary conditions. However, devices or the numerical procedures employed to determine them are scanty. In such a scenario, here, a methodology that facilitates the determination of thermal properties of soils in cold regions has been developed based on their heat-pulse migration characteristics (HPMC). To control the temperature of the soil specimen, a temperature-controlled environment chamber has been employed and HPMC was established by using the dual-probe heat-pulse sensor. Furthermore, a technique to estimate the thermal properties of the soil specimen by employing the measured HPMC, which facilitates solving an inverse transient heat conduction problem by using the conjugate gradient method, has been developed. Subsequently, the thermal properties of fine sands corresponding to different initial moisture contents and low temperatures have been determined and the results were compared with those predicted from the HPMC by utilizing interpretation techniques such as the single-point method and nonlinear fitting.
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      Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4289110
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    • International Journal of Geomechanics

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    contributor authorVikas Sharma
    contributor authorK. P. Lijith
    contributor authorDevendra Narain Singh
    date accessioned2023-04-07T00:28:56Z
    date available2023-04-07T00:28:56Z
    date issued2022/11/01
    identifier other%28ASCE%29GM.1943-5622.0002538.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289110
    description abstractAccurate measurement of the thermal properties (viz., thermal conductivity, thermal resistivity, volumetric heat capacity, and thermal diffusivity) of soils in cold regions necessitates the development of techniques that are robust and efficient and that can incorporate different heat migration mechanisms under the influence of complex initial and boundary conditions. However, devices or the numerical procedures employed to determine them are scanty. In such a scenario, here, a methodology that facilitates the determination of thermal properties of soils in cold regions has been developed based on their heat-pulse migration characteristics (HPMC). To control the temperature of the soil specimen, a temperature-controlled environment chamber has been employed and HPMC was established by using the dual-probe heat-pulse sensor. Furthermore, a technique to estimate the thermal properties of the soil specimen by employing the measured HPMC, which facilitates solving an inverse transient heat conduction problem by using the conjugate gradient method, has been developed. Subsequently, the thermal properties of fine sands corresponding to different initial moisture contents and low temperatures have been determined and the results were compared with those predicted from the HPMC by utilizing interpretation techniques such as the single-point method and nonlinear fitting.
    publisherASCE
    titleMethodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics
    typeJournal Article
    journal volume22
    journal issue11
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002538
    journal fristpage04022211
    journal lastpage04022211_12
    page12
    treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 011
    contenttypeFulltext
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