Deformation Law Analysis of Metro Station Deep Foundation Pit Constructed by Cover-Excavation Reverse Method in Sandy Area

Deformation Law Analysis of Metro Station Deep Foundation Pit Constructed by Cover-Excavation Reverse Method in Sandy Area

Objective Stress deformation characteristics of the main structure in the process of metro station construction by cover-excavation reverse method are relatively complex. The construction mechanics process of the subway station in the sandy area is even more complex, which greatly increases the cons...

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Bibliographic Details
Main Authors: LIU Xueming, WANG Guolin, SUN Dongxiao, LIU Ce, ZHANG Ning
Format: Article
Language:zho
Published: Urban Mass Transit Magazine Press 2024-10-01
Series:Chengshi guidao jiaotong yanjiu
Subjects:
metro station
deep foundation pit
cover-excavation reverse method
sandy area
structural deformation
Online Access:https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.2024.10.015.html

Internet

https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.2024.10.015.html

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