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Research On Calculation of Longitudinal Deformation of The Underlying Shield Tunnel Caused By Excavation of The Foundation Pit Considering Consolidation Effects
更新时间：2025-06-04

    • Research On Calculation of Longitudinal Deformation of The Underlying Shield Tunnel Caused By Excavation of The Foundation Pit Considering Consolidation Effects

    • “In the field of longitudinal deformation research of shield tunnels under the influence of excavation of foundation pits, experts introduced a soil consolidation effect model, derived the time-domain solution of longitudinal deformation of shield tunnels, and verified the effectiveness of the method through comparison.”
    • Advanced Engineering Sciences   Pages: 1-11(2025)

    • DOI：10.12454/j.jsuese.202500219    

      CLC： TU46+3

    • Received：26 March 2025，

      Revised：22 May 2025，

      Published Online：30 May 2025，

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  • LYU Linhai,DONG Cheng,ZHAO Zhe,et al.Research On Calculation of Longitudinal Deformation of The Underlying Shield Tunnel Caused By Excavation of The Foundation Pit Considering Consolidation Effects[J].Advanced Engineering Sciences, DOI：10.12454/j.jsuese.202500219.1‒11.

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Related Author

Zilu LI
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Related Institution

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