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dc.contributor.authorHongsheng Li
dc.contributor.authorHaitian Yang
dc.contributor.authorCheng Chang
dc.contributor.authorXioutang Sun
dc.date.accessioned2017-05-08T21:14:04Z
dc.date.available2017-05-08T21:14:04Z
dc.date.copyrightJune 2001
dc.date.issued2001
dc.identifier.other%28asce%290887-381x%282001%2915%3A2%28125%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/43708
dc.description.abstractThis paper describes an experimental investigation on the compressive strength of frozen soil versus strain rate. The relationship of compressive strength and temperature and strain-rate are examined within certain ranges of strain rate and temperature, the results of which are a number of stress-strain curves. Some formulas are suggested to predict the compressive strength of frozen soil, as compared with experimental results.
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Investigation on Compressive Strength of Frozen Soil versus Strain Rate
dc.typeJournal Paper
dc.journal.volume15
dc.journal.issue2
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)0887-381X(2001)15:2(125)
dc.treeJournal of Cold Regions Engineering:;2001:;Volume ( 015 ):;issue: 002
dc.contenttypeFulltext


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