Failure Mode- and Time-Dependent Reliability Model of Tunnel Lining Structure Under Extremely High Ground Stress

Failure Mode- and Time-Dependent Reliability Model of Tunnel Lining Structure Under Extremely High Ground Stress

Damage to tunnel lining significantly influences the stability of tunnels during operation, particularly under conditions of extra-high ground stress. This article investigates the stability of tunnel linings subjected to extra-high ground stress, providing an in-depth analysis of crack damage modes...

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Bibliographic Details
Main Authors: Tao Peng, Dongxing Ren, Fanmin He, Binjia Li, Fei Wu, Shijie Xu
Format: Article
Language:English
Published: MDPI AG 2025-03-01
Series:Infrastructures
Subjects:
extra-high ground stress
tunnel lining
failure mode
numerical simulation
time-varying reliability
Online Access:https://www.mdpi.com/2412-3811/10/3/68
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