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    Investigation of the Mechanical Properties and Failure Modes of Single Calcareous Sand Particles and Artificially Cemented Particles

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003::page 04026008-1
    Author:
    Wang, Wanying
    ,
    Lu, Zifeng
    ,
    Chen, Degao
    ,
    Luo, Qingzi
    ,
    Hou, Zhenkun
    DOI: 10.1061/IJGNAI.GMENG-11334
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Calcareous sands present significant geotechnical challenges because of their complex particle shapes, porous microstructures, and low particle strength. This study investigates the micromechanical properties and failure modes of these sands to ...
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      Investigation of the Mechanical Properties and Failure Modes of Single Calcareous Sand Particles and Artificially Cemented Particles

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312282
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    contributor authorWang, Wanying
    contributor authorLu, Zifeng
    contributor authorChen, Degao
    contributor authorLuo, Qingzi
    contributor authorHou, Zhenkun
    date accessioned2026-08-20T11:29:46Z
    date available2026-08-20T11:29:46Z
    date copyright2026/01/06
    date issued2026
    identifier otherIJGNAI.GMENG-11334.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312282
    description abstractAbstract Calcareous sands present significant geotechnical challenges because of their complex particle shapes, porous microstructures, and low particle strength. This study investigates the micromechanical properties and failure modes of these sands to ...
    publisherAmerican Society of Civil Engineers
    titleInvestigation of the Mechanical Properties and Failure Modes of Single Calcareous Sand Particles and Artificially Cemented Particles
    typeJournal Article
    journal volume26
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11334
    journal fristpage04026008-1
    journal lastpage04026008-15
    page15
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003
    contenttypeFulltext
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