Your Location:
Home >
Browse articles >
Study on Deformation Calculation Method for Shallow Buried Tunnels under Ground Surface Unloading
Study on Deformation Calculation Method for Shallow Buried Tunnels under Ground Surface Unloading
- Railway Standard Design Vol. 69, Issue 8, Pages: 133-141(2025)
DOI: 10.13238/j.issn.1004-2954.202310190001
Revised:2023-12-20
Scan QR Code
Full Text(HTML)
Figs( 19 ) Tabs( 4 )
References
Publication Info
Metrics
28
Views
26
Downloads
0
CSCD
Alert me when the article has been cited
Submit
Tools
- BibTeXDownload
- EndnoteDownload
- RefMan Download
- NoteExpressDownload
- NoteFirstDownload
Related Articles
Study on Response of Track Structure System of Simply Supported Beam Bridge Under Different Earthquakes
Research on Alignment and Structural Optimization Design of 400 km/h High-Speed Turnout
Study on Mechanical Behaviors of Main Tunnel during Segment Cutting of Connection Channel by Mechanical Method
Study on Effects of Design Parameters of 160 m Main Span Railway Network Arch Bridge
Key Techniques for Design of Wujiang Super Major Bridge on Weng an-Zunyi Railway
Related Author
TANG Peng
LYU Long
LUO Xiao
LIU Tinglin
ZHANG Dongfeng
TIAN Chunyu
ZHAO Tianyun
MENG Xianglin
Related Institution
China Railway Eryuan Engineering Group Co., Ltd.
State Key Laboratory of Structural Dynamics of Bridge Engineering, China Merchants Communications Technology (Chongqing Limited)
College of Environment and Civil Engineering, Chengdu University of Technology
China Railway Engineering Consulting Group Co., Ltd.
Ranken Railway Construction Group Co., Ltd.
