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    Numerical Investigation on the Microbial Shallow Grouting Reinforcement in Permeability Anisotropic Seabeds and Liquefaction Evaluation

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 006::page 04026107-1
    Author:
    Li, Yujie
    ,
    Wang, Lizhong
    ,
    Wang, Zhenkui
    ,
    Guo, Zhen
    DOI: 10.1061/IJGNAI.GMENG-13290
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Microbially induced calcium carbonate precipitation (MICP) offers a sustainable approach to reinforcing marine soils, with broad potential in coastal protection, infrastructure reinforcement, and landing of autonomous underwater vehicle (AUV), ...
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      Numerical Investigation on the Microbial Shallow Grouting Reinforcement in Permeability Anisotropic Seabeds and Liquefaction Evaluation

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4314068
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    • International Journal of Geomechanics

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    contributor authorLi, Yujie
    contributor authorWang, Lizhong
    contributor authorWang, Zhenkui
    contributor authorGuo, Zhen
    date accessioned2026-08-20T21:10:35Z
    date available2026-08-20T21:10:35Z
    date copyright2026/04/10
    date issued2026
    identifier otherIJGNAI.GMENG-13290.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314068
    description abstractAbstract Microbially induced calcium carbonate precipitation (MICP) offers a sustainable approach to reinforcing marine soils, with broad potential in coastal protection, infrastructure reinforcement, and landing of autonomous underwater vehicle (AUV), ...
    publisherAmerican Society of Civil Engineers
    titleNumerical Investigation on the Microbial Shallow Grouting Reinforcement in Permeability Anisotropic Seabeds and Liquefaction Evaluation
    typeJournal Article
    journal volume26
    journal issue6
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-13290
    journal fristpage04026107-1
    journal lastpage04026107-19
    page19
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 006
    contenttypeFulltext
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