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dc.contributor.authorJin Long
dc.contributor.authorWang Shuang-jie
dc.contributor.authorChen Jian-bing
dc.contributor.authorDuan Kang-jin
dc.date.accessioned2017-05-08T22:05:10Z
dc.date.available2017-05-08T22:05:10Z
dc.date.copyrightSeptember 2013
dc.date.issued2013
dc.identifier.otherjhtrcq%2E0000328.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70898
dc.description.abstractCurrent theories on the thawing compression of frozen soil exhibit a number of inadequacies because of the failure to consider the effect of moisture. Considering the effect of temperature coupled with moisture and stress and introducing a field variable of void ratio
dc.publisherAmerican Society of Civil Engineers
dc.titleStudy on the Thawing Compression Deformation Mechanism of Ice-Rich Frozen Soil
dc.typeJournal Paper
dc.journal.volume7
dc.journal.issue3
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000328
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 003
dc.contenttypeFulltext


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