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    A Study on Macro and Micro Characteristics and Correlation of Soil under Cyclic Freeze–Thaws

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009::page 04022232
    Author:
    Tao Zhang
    ,
    Ailan Che
    DOI: 10.1061/(ASCE)MT.1943-5533.0004390
    Publisher: ASCE
    Abstract: When soil is subjected to freeze–thaw cycles, its macro morphology and overall strength experience certain changes that often are caused by microscopic modifications of its internal structure in geological hazards. To clarify the relationship between the microstructure characteristics and the macro deformation of silt under cyclic freeze–thaws, eight silt samples with different compactions and moisture contents were set up to conduct five cycles and computed tomography (CT). The displacement and CT images of the soil were obtained. The displacement monitoring results show that there was a relationship between compaction and moisture content, which determined whether the silt experienced a settlement or an expansion. To capture the quantitative microstructural characteristics from the CT images, the two-dimensional threshold histogram method was improved, and the threshold values between fracture and soil units in the freezing and thawing states were found. Furthermore, six microstructural parameters of fractures were obtained. Through correlation analyses, the relationship between the microstructural parameters and soil displacement was verified to be similar to that between the physical parameters and the displacement. In addition, an exponential statistical model of micro and macro parameters was established, showing that the soil microstructure can be improved, and the displacement is constrained within a relatively tight bound after cyclic freeze–thaws.
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      A Study on Macro and Micro Characteristics and Correlation of Soil under Cyclic Freeze–Thaws

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4286602
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    contributor authorTao Zhang
    contributor authorAilan Che
    date accessioned2022-08-18T12:25:22Z
    date available2022-08-18T12:25:22Z
    date issued2022/06/28
    identifier other%28ASCE%29MT.1943-5533.0004390.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286602
    description abstractWhen soil is subjected to freeze–thaw cycles, its macro morphology and overall strength experience certain changes that often are caused by microscopic modifications of its internal structure in geological hazards. To clarify the relationship between the microstructure characteristics and the macro deformation of silt under cyclic freeze–thaws, eight silt samples with different compactions and moisture contents were set up to conduct five cycles and computed tomography (CT). The displacement and CT images of the soil were obtained. The displacement monitoring results show that there was a relationship between compaction and moisture content, which determined whether the silt experienced a settlement or an expansion. To capture the quantitative microstructural characteristics from the CT images, the two-dimensional threshold histogram method was improved, and the threshold values between fracture and soil units in the freezing and thawing states were found. Furthermore, six microstructural parameters of fractures were obtained. Through correlation analyses, the relationship between the microstructural parameters and soil displacement was verified to be similar to that between the physical parameters and the displacement. In addition, an exponential statistical model of micro and macro parameters was established, showing that the soil microstructure can be improved, and the displacement is constrained within a relatively tight bound after cyclic freeze–thaws.
    publisherASCE
    titleA Study on Macro and Micro Characteristics and Correlation of Soil under Cyclic Freeze–Thaws
    typeJournal Article
    journal volume34
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004390
    journal fristpage04022232
    journal lastpage04022232-13
    page13
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009
    contenttypeFulltext
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