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dc.contributor.authorJohan Wåhlin
dc.contributor.authorAlex Klein-Paste
dc.date.accessioned2017-05-08T22:20:44Z
dc.date.available2017-05-08T22:20:44Z
dc.date.copyrightJune 2015
dc.date.issued2015
dc.identifier.other42568945.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/78272
dc.description.abstractSnow falling on roads is rapidly compacted into a hard crust which is difficult to remove, and which may become slippery at temperatures near melting. To avoid this, chemicals are often spread in a measure called anticompaction to keep the snow plowable until it can be removed by highway maintenance personnel. The use of chemicals is, however, harmful both to the environment and to structures and vehicles, meaning that more efficient anticompaction measures are needed. Testing the efficiency of an anticompaction measure in the field is an extensive job, and as an alternative different lab tests have been developed. Unfortunately these correlate poorly with field tests and one of the causes for this has been hypothesised to be the type of snow which is used. In this paper the effect that different degrees of metamorphism had on the hardness of snow immediately after compaction was studied. Three different snow types were used, as follows: (1) dendritic snow, (2) granular snow, and (3) snow consisting of large round grains. The snow types were characterized by specific surface area, snow type classification, and micrographs. The dendritic snow was allowed to coarsen between 0 and 168 h to increase the number of different snow morphologies. The different snow types were compressed at
dc.publisherAmerican Society of Civil Engineers
dc.titleInfluence of Microstructure on the Consolidation of Compressed Snow
dc.typeJournal Paper
dc.journal.volume29
dc.journal.issue2
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)CR.1943-5495.0000080
dc.treeJournal of Cold Regions Engineering:;2015:;Volume ( 029 ):;issue: 002
dc.contenttypeFulltext


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