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    Strength Degradation Mechanisms of Structural Loess Subject to Dry–Wet and Freeze–Thaw Cycles

    Source: Journal of Cold Regions Engineering:;2026:;Volume ( 040 ):;issue: 002::page 04026020-1
    Author:
    Wang, Xiaochan
    ,
    Zhi, Bin
    ,
    Liu, Enlong
    ,
    Wang, Pan
    DOI: 10.1061/JCRGEI.CRENG-1077
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Structural loess is highly susceptible to structural deterioration and strength degradation under alternating dry–wet (DW) and freeze–thaw (FT) cycles, posing a significant threat to the long-term stability of loess slopes. To clarify the ...
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      Strength Degradation Mechanisms of Structural Loess Subject to Dry–Wet and Freeze–Thaw Cycles

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311234
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    contributor authorWang, Xiaochan
    contributor authorZhi, Bin
    contributor authorLiu, Enlong
    contributor authorWang, Pan
    date accessioned2026-08-20T10:46:11Z
    date available2026-08-20T10:46:11Z
    date copyright2026/04/10
    date issued2026
    identifier otherJCRGEI.CRENG-1077.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311234
    description abstractAbstract Structural loess is highly susceptible to structural deterioration and strength degradation under alternating dry–wet (DW) and freeze–thaw (FT) cycles, posing a significant threat to the long-term stability of loess slopes. To clarify the ...
    publisherAmerican Society of Civil Engineers
    titleStrength Degradation Mechanisms of Structural Loess Subject to Dry–Wet and Freeze–Thaw Cycles
    typeJournal Article
    journal volume40
    journal issue2
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/JCRGEI.CRENG-1077
    journal fristpage04026020-1
    journal lastpage04026020-11
    page11
    treeJournal of Cold Regions Engineering:;2026:;Volume ( 040 ):;issue: 002
    contenttypeFulltext
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