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contributor authorJuha Latvala
contributor authorHeikki Luomala
contributor authorPauli Kolisoja
contributor authorAntti Nurmikolu
date accessioned2022-01-30T19:25:52Z
date available2022-01-30T19:25:52Z
date issued2020
identifier other%28ASCE%29CR.1943-5495.0000219.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265289
description abstractThis study deals with the susceptibility to convective heat transfer of the materials used in the Finnish rail network. Previous studies have found that convection clearly influences the thermal conductivity of coarse aggregates in certain conditions. The occurrence of convection may cause subsoil frost heave. This study investigated the susceptibility of three subballast materials, which were made of different crushed rock aggregates, to convection: railway ballast (31.5/63 mm), subballast layers of crushed rock, and 5/16 mm crushed rock. Convection was found to increase the thermal conductivity of railway ballast severalfold, while the thermal conductivity of the currently used subballast material was also noted to increase clearly when the moving medium contained water. However, no significant increase in thermal conductivity was found in the case of the 5/16 mm crushed rock. Based on these results, it is clear that it is not possible to use tremendously coarse materials in thick structure layers in the northern area. The results of this study were one of the most important factors when the grading recommendation for subballast material used in Finland was changed to include finer material, which clearly reduces the possibility of the onset of convection.
publisherASCE
titleConvective Heat Transfer in Crushed Rock Aggregates: The Effects of Grain Size Distribution and Moisture Content
typeJournal Paper
journal volume34
journal issue3
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)CR.1943-5495.0000219
page04020012
treeJournal of Cold Regions Engineering:;2020:;Volume ( 034 ):;issue: 003
contenttypeFulltext


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