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    Rheological Consolidation Analysis of Soft Soil under Exacerbated Leakage Conditions in Shield Tunnels

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010::page 04025219-1
    Author:
    Xie, Sen-Lin
    ,
    Hu, An-Feng
    ,
    Xiao, Zhi-Rong
    ,
    Wang, Mei-Hui
    ,
    Li, Tang
    ,
    Hu, Xun-Jian
    DOI: 10.1061/IJGNAI.GMENG-10889
    Publisher: American Society of Civil Engineers
    Abstract: Abstract In this study, the Boltzmann growth function is introduced to investigate the soil consolidation behavior induced by shield tunneling construction disturbance under the condition of lining permeability deterioration. The soil rheological ...
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      Rheological Consolidation Analysis of Soft Soil under Exacerbated Leakage Conditions in Shield Tunnels

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4311615
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    • International Journal of Geomechanics

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    contributor authorXie, Sen-Lin
    contributor authorHu, An-Feng
    contributor authorXiao, Zhi-Rong
    contributor authorWang, Mei-Hui
    contributor authorLi, Tang
    contributor authorHu, Xun-Jian
    date accessioned2026-08-20T11:02:37Z
    date available2026-08-20T11:02:37Z
    date copyright2025/07/31
    date issued2025
    identifier otherIJGNAI.GMENG-10889.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311615
    description abstractAbstract In this study, the Boltzmann growth function is introduced to investigate the soil consolidation behavior induced by shield tunneling construction disturbance under the condition of lining permeability deterioration. The soil rheological ...
    publisherAmerican Society of Civil Engineers
    titleRheological Consolidation Analysis of Soft Soil under Exacerbated Leakage Conditions in Shield Tunnels
    typeJournal Article
    journal volume25
    journal issue10
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-10889
    journal fristpage04025219-1
    journal lastpage04025219-17
    page17
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010
    contenttypeFulltext
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