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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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