Investigation on progressive failure process of tunnel lining induced by creep effect of surrounding rock: A case study-Reference-Cited by-同舟云学术

Investigation on progressive failure process of tunnel lining induced by creep effect of surrounding rock: A case study

Published:2023-02 Issue: Volume:144 Page:106946
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Wang Yaqiong,Liu Yong,Wang Zhi-Feng,Zhang Xue,Hui Yingchao,Li Jianchong

Funder

National Key Research and Development Program of China

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference48 articles.

1. Failure and stability analysis of deep soft rock roadways based on true triaxial geomechanical model tests;Zhu;Eng. Fail. Anal.,2022

2. Creep parameter inversion and long-term stability analysis of tunnel based on GP-DE intelligent algorithm;Zhang;Adv. Mater. Sci. Eng.,2021

3. A nonlinear elasto-viscoplastic model for clayed rock and its application to stability analysis of nuclear waste repository;Jia;Energy Sci. Eng.,2020

4. M. Sharifzadeh, M.A. Tarifard, Long-term stability analysis of tunnel lining in weak rocks using data from tunnelling construction, in: World Tunnel Congress, 2014.

5. On the 3D numerical modelling of the time-dependent development of the damage zone around underground galleries during and after excavation;Pellet;Tunn. Undergr. Space Technol.,2009

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