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    Particle Breakage and Shear Strength Behavior of Calcareous Soils under Triaxial Loading Conditions

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004::page 04026052-1
    Author:
    Zhang, Shuodong
    ,
    Zhao, Tao
    ,
    Chen, Bohan
    ,
    Bian, Yadong
    ,
    Wei, Houzhen
    DOI: 10.1061/IJGNAI.GMENG-12436
    Publisher: American Society of Civil Engineers
    Abstract: Abstract In geotechnical engineering, the mechanical behavior of calcareous soils (CS) is significantly influenced by particle breakage and the resulting change in shape morphology. This study focuses on understanding the characteristics of particle ...
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      Particle Breakage and Shear Strength Behavior of Calcareous Soils under Triaxial Loading Conditions

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313741
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    contributor authorZhang, Shuodong
    contributor authorZhao, Tao
    contributor authorChen, Bohan
    contributor authorBian, Yadong
    contributor authorWei, Houzhen
    date accessioned2026-08-20T20:57:56Z
    date available2026-08-20T20:57:56Z
    date copyright2026/02/11
    date issued2026
    identifier otherIJGNAI.GMENG-12436.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313741
    description abstractAbstract In geotechnical engineering, the mechanical behavior of calcareous soils (CS) is significantly influenced by particle breakage and the resulting change in shape morphology. This study focuses on understanding the characteristics of particle ...
    publisherAmerican Society of Civil Engineers
    titleParticle Breakage and Shear Strength Behavior of Calcareous Soils under Triaxial Loading Conditions
    typeJournal Article
    journal volume26
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12436
    journal fristpage04026052-1
    journal lastpage04026052-16
    page16
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004
    contenttypeFulltext
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