Prediction of Settlement Induced by Tidal Fluctuation for Underwater Shield Tunnel During Service Based on Historical Monitoring Data
Author:
Affiliation:
1. College of Civil Engineering, Tongji University,Department of Geotechnical Engineering,Shanghai,China
2. State Grid Shanghai Municipal Electric Power Company,Engineering Construction Consulting Branch,Shanghai,China
Publisher
IEEE
Link
http://xplorestaging.ieee.org/ielx7/10042468/10042491/10042697.pdf?arnumber=10042697
Reference14 articles.
1. Improved vertical displacement calculation model for immersed tube tunnel considering tidal load
2. Monitoring data and finite element analysis of long term settlement of Yongjiang immersed tunnel;xie;Rock and Soil Mechanics,2014
3. Resilient analysis on tunnel structural serviceability based on lifetime dynamic prediction model
4. A Theoretical Model for the Circumferential Strain of Immersed Tunnel Elements Under Tidal Load
5. Monitoring the Structural Response of the Liefkenshoek Rail Tunnel to Tidal Level Fluctuations
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2. Study on Service Performance Assessment of Large River-Crossing Shield Tunnel Based on Index Correlation;Computational and Experimental Simulations in Engineering;2023-12-05
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