Study on the influence of geo-stress field on the fracture pattern of secondary tunnel lining-Reference-Cited by-同舟云学术

Study on the influence of geo-stress field on the fracture pattern of secondary tunnel lining

Published:2023-10 Issue: Volume:152 Page:107467
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Du Jiamin^ORCID,Shu Yueheng,Xu Guowen^ORCID,He Chuan,Yao Chaofan

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference50 articles.

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3. Three-dimensional numerical modelling on localised leakage in segmental lining of shield tunnels;Wu;Comput. Geotech.,2020

4. The long-term safety of a deeply buried soft rock tunnel lining under inside-to-outside seepage conditions;Yang;Tunn. Undergr. Sp. Tech.,2017

5. J.S. Yang, J.Y. Fu, Investigation and rehabilitation of lining imperfections and cracks in an operating railway tunnel in “Shotcrete for underground support XII”, in: ECI Symposium Series, 2015.

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