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    Stress Path and Orientation Effects on Natural Fiber–Reinforced Sand

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008::page 04025168-1
    Author:
    Liu, Xue-Yan
    ,
    Tang, Yu-Xiao
    ,
    Ma, Chao
    ,
    Zheng, Hao-Tian
    ,
    Liu, Wen
    ,
    Guo, Yan-Gui
    DOI: 10.1061/IJGNAI.GMENG-10556
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Triaxial tests were conducted to investigate the effects of stress path and orientation on natural fiber–reinforced sand. Four stress paths were employed, including the conventional triaxial compression (CTC) test, reduced axial pressure ...
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      Stress Path and Orientation Effects on Natural Fiber–Reinforced Sand

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311359
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    • International Journal of Geomechanics

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    contributor authorLiu, Xue-Yan
    contributor authorTang, Yu-Xiao
    contributor authorMa, Chao
    contributor authorZheng, Hao-Tian
    contributor authorLiu, Wen
    contributor authorGuo, Yan-Gui
    date accessioned2026-08-20T10:51:27Z
    date available2026-08-20T10:51:27Z
    date copyright2025/06/11
    date issued2025
    identifier otherIJGNAI.GMENG-10556.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311359
    description abstractAbstract Triaxial tests were conducted to investigate the effects of stress path and orientation on natural fiber–reinforced sand. Four stress paths were employed, including the conventional triaxial compression (CTC) test, reduced axial pressure ...
    publisherAmerican Society of Civil Engineers
    titleStress Path and Orientation Effects on Natural Fiber–Reinforced Sand
    typeJournal Article
    journal volume25
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-10556
    journal fristpage04025168-1
    journal lastpage04025168-13
    page13
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008
    contenttypeFulltext
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