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    Seismic Liquefaction Evaluation Method for Saturated Sandy Soils with Nonplastic Fines Content Based on Strain Energy

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010::page 04025211-1
    Author:
    Qin, You
    ,
    Yang, Xin-Hong
    ,
    Long, Hui
    ,
    Wu, Qi
    ,
    Chen, Guo-Xing
    ,
    Zhuang, Hai-Yang
    DOI: 10.1061/IJGNAI.GMENG-11893
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Coral sandy soils are widely distributed and commonly utilized as materials for engineering foundations or construction, exhibiting a high potential for seismic hazards. In this study, complex cyclic loading tests were conducted on coral sand ...
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      Seismic Liquefaction Evaluation Method for Saturated Sandy Soils with Nonplastic Fines Content Based on Strain Energy

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313125
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    contributor authorQin, You
    contributor authorYang, Xin-Hong
    contributor authorLong, Hui
    contributor authorWu, Qi
    contributor authorChen, Guo-Xing
    contributor authorZhuang, Hai-Yang
    date accessioned2026-08-20T12:07:23Z
    date available2026-08-20T12:07:23Z
    date copyright2025/07/24
    date issued2025
    identifier otherIJGNAI.GMENG-11893.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313125
    description abstractAbstract Coral sandy soils are widely distributed and commonly utilized as materials for engineering foundations or construction, exhibiting a high potential for seismic hazards. In this study, complex cyclic loading tests were conducted on coral sand ...
    publisherAmerican Society of Civil Engineers
    titleSeismic Liquefaction Evaluation Method for Saturated Sandy Soils with Nonplastic Fines Content Based on Strain Energy
    typeJournal Article
    journal volume25
    journal issue10
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11893
    journal fristpage04025211-1
    journal lastpage04025211-11
    page11
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010
    contenttypeFulltext
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