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contributor authorJ. P. Callinan
date accessioned2017-05-08T23:15:19Z
date available2017-05-08T23:15:19Z
date copyrightJune, 1983
date issued1983
identifier issn0195-0738
identifier otherJERTD2-26390#236_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96975
description abstractPilings, fixed in place with frozen sand-water fill, are used as foundations in regions of the world where the ground is permanently frozen. The heat transfer processes in the piling-fill-ground-ambient air system have been studied using a finite difference formulation of the heat conduction equation. A composite ground with a time-varying snow layer and time-varying meteorological conditions, typical of the North Slope of Alaska, are considered. The method of analysis is verified by comparing the computed thermal history of the natural ground with temperature measurements in the ground. This study indicates that when a piling is first set in the ground (in the late winter) the fill freezes completely in two days, that the system reaches a condition of periodic steady state within two weeks, that seasonal thawing of the sand-water fill will extend no more than 0.3m deeper than the seasonal thawing of the natural ground, and that the temperature of the ground adjacent to the fill is within 1°C of the temperature of the unaffected ground.
publisherThe American Society of Mechanical Engineers (ASME)
titleAn Analysis of the Thermal Fixation of Pilings
typeJournal Paper
journal volume105
journal issue2
journal titleJournal of Energy Resources Technology
identifier doi10.1115/1.3230909
journal fristpage236
journal lastpage240
identifier eissn1528-8994
keywordsPilings (Building)
keywordsThawing
keywordsSands
keywordsTemperature
keywordsWater
keywordsHeat transfer
keywordsComposite materials
keywordsTemperature measurement
keywordsHeat conduction
keywordsEquations AND Steady state
treeJournal of Energy Resources Technology:;1983:;volume( 105 ):;issue: 002
contenttypeFulltext


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