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

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

ObjectRegarding the longitudinal deformation of underground shield tunnels caused by excavation of foundation pits, most existing studies have ignored the consolidation deformation characteristics of soil and failed to account for the time-dependent variation of soil stiffness, As a result, these st...

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Bibliographic Details
Main Authors: LYU Linhai, DONG Cheng, ZHAO Zhe, JIANG Mingjie, JI Yongkai, QIU Shizheng, ZHANG Zhendong, MEI Guoxiong
Format: Article
Language:English
Published: Editorial Department of Journal of Sichuan University (Engineering Science Edition) 2025-01-01
Series:工程科学与技术
Subjects:
foundation pit excavation
shield tunnel
soil consolidation
foundation model
tunnel displacement
Online Access:http://jsuese.scu.edu.cn/thesisDetails#10.12454/j.jsuese.202500219
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http://jsuese.scu.edu.cn/thesisDetails#10.12454/j.jsuese.202500219

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