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dc.contributor.authorZhang, Lianhai
dc.contributor.authorMa, Wei
dc.contributor.authorYang, Chengsong
dc.date.accessioned2019-02-28T11:06:25Z
dc.date.available2019-02-28T11:06:25Z
dc.date.copyright6/28/2018 12:00:00 AM
dc.date.issued2018
dc.identifier.issn0892-7219
dc.identifier.otheromae_140_06_062001.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4252741
dc.description.abstractFreeze-thaw action changes soil microstructure and thus has a great influence on physical and mechanical properties of soils, which is closely correlated to pore water pressure (PWP). Herein, the PWPs of sandy soil and silty clay were measured in laboratory during freeze-thaw cycles (FTC). Experimental results showed that PWP was influenced by temperature, freeze-thaw history (i.e., number of freeze-thaw cycle), soil type and others. The PWP experienced a periodical change as temperatures periodically changes during the FTC testing, the PWP decreased during freezing and increased during thawing. Soil type has a slight influence on the variation of PWP, both in character and extent. A theoretical analysis of PWP in frozen soil was given to explain the PWP changes. In addition, the PWP depression during freezing was a major driving force for water migration. The PWP variations are highly relevant to the changes in soil microstructure such as soil particle (grain size composition and mineral composition), pore structure, and particle arrangement, which will be the focus of further research.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleInvestigation on the Effects of Freeze-Thaw Action on the Pore Water Pressure Variations of Soils
dc.typeJournal Paper
dc.journal.volume140
dc.journal.issue6
dc.journal.titleJournal of Offshore Mechanics and Arctic Engineering
dc.identifier.doi10.1115/1.4040375
dc.journal.fristpage62001
dc.journal.lastpage062001-5
dc.treeJournal of Offshore Mechanics and Arctic Engineering:;2018:;volume( 140 ):;issue: 006
dc.contenttypeFulltext


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