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contributor authorScott L. Huang
contributor authorNolan B. Aughenbaugh
date accessioned2017-05-08T22:24:14Z
date available2017-05-08T22:24:14Z
date copyrightDecember 1987
date issued1987
identifier other44120520.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79829
description abstractSublimation of pore ice in frozen silt when excavating in permafrost is a serious engineering health and safety problem due to the release of resulting dust. As part of a continuing effort to develop guidelines for mining and construction in cold weather environment, a study of the relationship between sublimation of fine‐grained frozen soil and various factors such as the water content of the silt, the relative humidity, and the ambient temperature of air has been investigated. Of these factors, ambient air temperature is found to be most important. The relationships of the variables correlate to a power model, which describes a gradual decrease of the sublimation rate as the heat‐and‐mass transformation proceeds. A graphic solution is presented from which an estimate of the amount of ice susceptible to sublimation can be made based upon temperature, water content, relative humidity, and time.
publisherAmerican Society of Civil Engineers
titleSublimation of Pore Ice in Frozen Silt
typeJournal Paper
journal volume1
journal issue4
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(1987)1:4(171)
treeJournal of Cold Regions Engineering:;1987:;Volume ( 001 ):;issue: 004
contenttypeFulltext


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