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    Investigation on the Effects of Freeze-Thaw Action on the Pore Water Pressure Variations of Soils

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2018:;volume( 140 ):;issue: 006::page 62001
    Author:
    Zhang, Lianhai
    ,
    Ma, Wei
    ,
    Yang, Chengsong
    DOI: 10.1115/1.4040375
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Freeze-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.
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      Investigation on the Effects of Freeze-Thaw Action on the Pore Water Pressure Variations of Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4252741
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorZhang, Lianhai
    contributor authorMa, Wei
    contributor authorYang, Chengsong
    date accessioned2019-02-28T11:06:25Z
    date available2019-02-28T11:06:25Z
    date copyright6/28/2018 12:00:00 AM
    date issued2018
    identifier issn0892-7219
    identifier otheromae_140_06_062001.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4252741
    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.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleInvestigation on the Effects of Freeze-Thaw Action on the Pore Water Pressure Variations of Soils
    typeJournal Paper
    journal volume140
    journal issue6
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4040375
    journal fristpage62001
    journal lastpage062001-5
    treeJournal of Offshore Mechanics and Arctic Engineering:;2018:;volume( 140 ):;issue: 006
    contenttypeFulltext
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