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dc.contributor.authorMcCallum Adrian B.;Wiegand Aaron
dc.date.accessioned2019-02-26T07:52:37Z
dc.date.available2019-02-26T07:52:37Z
dc.date.issued2018
dc.identifier.other%28ASCE%29CR.1943-5495.0000170.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250003
dc.description.abstractThe in situ strength of polar snow is not easily measured; most assessments rely on indices derived from snow density and/or are limited in depth. To overcome these deficiencies, modified cone penetration testing (CPT) equipment is used to obtain rate-variable tip-resistance and sleeve-friction data in Antarctic firn to depths of 1 m. A physical model of snow deformation ahead of the penetrating cone is considered to allow generation of a continuous profile of snow strength. Dynamic profiling of strength to depth in polar snow is possible using the cone penetration test. However, more in situ strength data are needed to comprehensively validate the simple method presented herein.
dc.publisherAmerican Society of Civil Engineers
dc.titleSimple Method for Estimating Snow Strength Using CPT Sleeve Friction Data
dc.typeJournal Paper
dc.journal.volume32
dc.journal.issue4
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)CR.1943-5495.0000170
dc.page4018013
dc.treeJournal of Cold Regions Engineering:;2018:;Volume ( 032 ):;issue: 004
dc.contenttypeFulltext


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