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    Effect of the Interaction of Fines and Granular Particles on Cyclic Liquefaction Resistance Using the Equivalent Granular Void Ratio and Capacity Energy Approach

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 007::page 04024124-1
    Author:
    Mohammad Hassan Baziar
    ,
    Mohammad Hossein Mollahassani Lashkajani
    DOI: 10.1061/IJGNAI.GMENG-8885
    Publisher: American Society of Civil Engineers
    Abstract: A series of strain-controlled cyclic triaxial tests were performed on Firoozkuh sand‒silt mixtures with wide ranges of fines content (FC), relative density (Dr), and effective confining stress (
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      Effect of the Interaction of Fines and Granular Particles on Cyclic Liquefaction Resistance Using the Equivalent Granular Void Ratio and Capacity Energy Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4299001
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    contributor authorMohammad Hassan Baziar
    contributor authorMohammad Hossein Mollahassani Lashkajani
    date accessioned2024-12-24T10:28:55Z
    date available2024-12-24T10:28:55Z
    date copyright7/1/2024 12:00:00 AM
    date issued2024
    identifier otherIJGNAI.GMENG-8885.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299001
    description abstractA series of strain-controlled cyclic triaxial tests were performed on Firoozkuh sand‒silt mixtures with wide ranges of fines content (FC), relative density (Dr), and effective confining stress (
    publisherAmerican Society of Civil Engineers
    titleEffect of the Interaction of Fines and Granular Particles on Cyclic Liquefaction Resistance Using the Equivalent Granular Void Ratio and Capacity Energy Approach
    typeJournal Article
    journal volume24
    journal issue7
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-8885
    journal fristpage04024124-1
    journal lastpage04024124-12
    page12
    treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 007
    contenttypeFulltext
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