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contributor authorT. L. Brandon
contributor authorJ. K. Mitchell
date accessioned2017-05-08T20:35:13Z
date available2017-05-08T20:35:13Z
date copyrightDecember 1989
date issued1989
identifier other%28asce%290733-9410%281989%29115%3A12%281683%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20392
description abstractAlthough many engineering projects require assessment of the thermal properties of soils for use in heat transfer calculations, geotechnical engineers are often unfamiliar with procedures for measuring these properties. A simple test for measuring the thermal properties of soils, called the “thermal needle” test is described. The apparatus and procedure have been refined to allow measurement of the thermal resistivity of sands for conditions of elevated temperature, water content reduction by stage, drying, and long‐term saturation. Laboratory thermal needle tests were conducted using surge sand, silica sand, and Monterey 60 Sand; it was found that the thermal resistivity decreased with increasing temperature and increasing compaction water content. Also, the thermal resistivity of silica sand decreased with time of saturation. The test results are not only useful for study of thermal geotechnical problems, but could be used to interpret other structural and mechanical property characteristics of sands.
publisherAmerican Society of Civil Engineers
titleFactors Influencing Thermal Resistivity of Sands
typeJournal Paper
journal volume115
journal issue12
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1989)115:12(1683)
treeJournal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 012
contenttypeFulltext


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