Flexural behavior of shield tunnel lining segments reinforced using grouted channel steel: Experimental investigation

This study examines a reinforcement method using grouted channel steel for damaged shield tunnel lining segments in urban rail transit systems. Full-scale experiments were conducted to analyze the flexural failure mechanism and evaluate the performance improvement of damaged segments before and afte...

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Bibliographic Details
Main Authors: Kan Huang, Xun Wu, Jun He, Bin Huang, Yi Peng, Kaidi Zhou
Format: Article
Language:English
Published: Elsevier 2025-12-01
Series:Case Studies in Construction Materials
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Online Access:http://www.sciencedirect.com/science/article/pii/S221450952500720X
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