Stability Study of Shield Tunnel Excavation Face Induced by Shield Chamber Pressure Entering in Shallow-Buried Sand Stratum

[Objective] Solve the problem of excavation surface stability during shield tunneling with pressure entry in shallow-buried sandy stratum.To solve the problem of the stability of tunnel face of shield tunnel with pressure into the chamber in shallow buried sandy soil stratum. [Method] The limit supp...

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Bibliographic Details
Main Author: GE Jun
Format: Article
Language:zho
Published: Urban Mass Transit Magazine Press 2025-01-01
Series:Chengshi guidao jiaotong yanjiu
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Online Access:https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.2025.01.016.html
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