Computer vision‐based monitoring of the 3‐D structural deformation of an ancient structure induced by shield tunneling construction
Author:
Affiliation:
1. MOE Key Laboratory of Soft Soils and Geo‐environmental Engineering Zhejiang University Hangzhou China
2. Department of Civil Engineering Zhejiang University Hangzhou China
Funder
National Natural Science Foundation of China
Publisher
Wiley
Subject
Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.2702
Reference44 articles.
1. Shield tunneling and environment protection in Shanghai soft ground
2. Three-Dimensional Nonlinear Analyses of a Metro Tunnel in São Paulo Porous Clay, Brazil
3. Numerical Assessment of Subsidence and Adjacent Building Movements Induced by TBM-EPB Tunneling
4. Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extension
5. Analysis of ground movement due to metro station driven with enlarging shield tunnels under building and its parameter sensitivity analysis
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