Experimental investigation of corrosion effect on bending deflection of shield tunnel segment containing transverse cracks
Author:
Affiliation:
1. Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety Tongji University Shanghai China
2. PowerChina Huadong Engineering Corporation Limited Hangzhou China
3. School of Transportation Southeast University Nanjing China
Funder
National Natural Science Foundation of China
Publisher
Wiley
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202200176
Reference41 articles.
1. Assessment service state of tunnel structure
2. Relationship between Invert-Filling Disengaging and Deformation of Shield Tunnel Using Staggered Assembled Segment
3. Experimental investigation of the ultimate bearing capacity of continuously jointed segmental tunnel linings
4. Investigation of the structural effect induced by stagger joints in segmental tunnel linings: First results from full-scale ring tests
5. Modeling of the corrosion-induced crack in concrete contained transverse crack subject to chloride ion penetration
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