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    Thermal Performance of Fine‐Grained Soils

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author:
    Lawrence A. Salomone
    ,
    William D. Kovacs
    ,
    Tamami Kusuda
    DOI: 10.1061/(ASCE)0733-9410(1984)110:3(359)
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory thermal probe tests performed on an AASHTO standard reference material (a silty clay) showed that the soil thermal behavior cor relates with the limit states of fine‐grained soils. Over 80 thermal resistivity measurements were made on specimens compacted to various densities and moisture contents. Results are presented which indicate that the optimum moisture content and the plastic limit can be correlated with the thermal be havior of fine‐grained soils. It was found that the minimum thermal resistivity and the critical moisture content occurred at the optimum moisture content when the soils were compacted using various compactive efforts. The knee of the thermal‐resistivity‐versus‐moisture‐content curve defines the critical moisture content. When the soils were compacted using a compactive effort of
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      Thermal Performance of Fine‐Grained Soils

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/71803
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    contributor authorLawrence A. Salomone
    contributor authorWilliam D. Kovacs
    contributor authorTamami Kusuda
    date accessioned2017-05-08T22:07:27Z
    date available2017-05-08T22:07:27Z
    date copyrightMarch 1984
    date issued1984
    identifier other29901751.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71803
    description abstractLaboratory thermal probe tests performed on an AASHTO standard reference material (a silty clay) showed that the soil thermal behavior cor relates with the limit states of fine‐grained soils. Over 80 thermal resistivity measurements were made on specimens compacted to various densities and moisture contents. Results are presented which indicate that the optimum moisture content and the plastic limit can be correlated with the thermal be havior of fine‐grained soils. It was found that the minimum thermal resistivity and the critical moisture content occurred at the optimum moisture content when the soils were compacted using various compactive efforts. The knee of the thermal‐resistivity‐versus‐moisture‐content curve defines the critical moisture content. When the soils were compacted using a compactive effort of
    publisherAmerican Society of Civil Engineers
    titleThermal Performance of Fine‐Grained Soils
    typeJournal Paper
    journal volume110
    journal issue3
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1984)110:3(359)
    treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 003
    contenttypeFulltext
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