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dc.contributor.authorLawrence A. Salomone
dc.contributor.authorWilliam D. Kovacs
dc.contributor.authorTamami Kusuda
dc.date.accessioned2017-05-08T22:07:27Z
dc.date.available2017-05-08T22:07:27Z
dc.date.copyrightMarch 1984
dc.date.issued1984
dc.identifier.other29901751.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/71803
dc.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
dc.publisherAmerican Society of Civil Engineers
dc.titleThermal Performance of Fine‐Grained Soils
dc.typeJournal Paper
dc.journal.volume110
dc.journal.issue3
dc.journal.titleJournal of Geotechnical Engineering
dc.identifier.doi10.1061/(ASCE)0733-9410(1984)110:3(359)
dc.treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 003
dc.contenttypeFulltext


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