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Damage behavior and maintenance design of tunnel lining based on numerical evaluation

  • Published:2020-01 Issue: Volume:109 Page:104209
  • ISSN:1350-6307
  • Container-title:Engineering Failure Analysis
  • language:en
  • Short-container-title:Engineering Failure Analysis

Author:

Liu Shouhua,Shi Yao,Sun Rui,Yang Junsheng

Funder

National Key R&D Program of China

CCCC Wuhan Harbour Engineering Design and Research Co., Ltd

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference24 articles.

1. Determining the cause of damages in a multiarch tunnel structure through field investigation and numerical analysis;Zhang;J. Perform. Constr. Facil.,2017

2. Cause investigation and verification of lining cracking of bifurcation tunnel at Huizhou pumped storage power station;Bian;Tunnel. Undergr. Space Technol. Incorporat. Trenchless Technol. Res.,2016

3. Investigating continual damage of a nineteenth century masonry tunnel;Chiu;Proc. ICE – Forensic Eng.,2014

4. Crustal stress changes and characteristics of damage to geo-engineering structures induced by the great east japan earthquake of 2011;Aydan;Bull. Eng. Geol. Environ.,2015

5. Cracking in shotcrete tunnel shells;Lackner;Eng. Fract. Mech.,2003

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