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contributor authorTed S. Vinson
contributor authorSheldon L. Jahn
date accessioned2017-05-08T20:33:59Z
date available2017-05-08T20:33:59Z
date copyrightMay 1985
date issued1985
identifier other%28asce%290733-9410%281985%29111%3A5%28607%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19757
description abstractIn recognition of the need to predict the thermal regime in arctic offshore structures, a laboratory research program was constructed to evaluate the latent heat of fusion of a coarse‐grained soil with saline pore water. Latent heat of fusion measurements were made by placing frozen soil specimens with saline pore water in an insulated cylinder and melting the specimens under steady‐state heat flow conditions. The specimen temperature and heat transfer through the cylinder as a function of time was recorded. The latent heat of fusion is equal to the heat supplied to the soil specimen in the time interval during which a phase change occurs. The results from the research program indicate that the latent heat released during thawing depends on the initial values of pore‐water salinity and subfreezing temperature. The latent heat released increases with decreasing pore‐water salinity. For the coarse‐grained soil employed in the research program, the latent heat released when thawing from a given subfreezing temperature was found to be equal to the latent heat released in a pure saline solution over a comparable temperature range.
publisherAmerican Society of Civil Engineers
titleLatent Heat of Frozen Saline Coarse‐Grained Soil
typeJournal Paper
journal volume111
journal issue5
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1985)111:5(607)
treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 005
contenttypeFulltext


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