Model test and numerical verification of surrounding rock stability of super-large-span and variable-section tunnels-Reference-Cited by-同舟云学术

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Model test and numerical verification of surrounding rock stability of super-large-span and variable-section tunnels

Published:2024-11 Issue: Volume:153 Page:106020
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Sun Shangqu,Jiang Zhibin,Li Liping,Qiu Decai

Publisher

Elsevier BV

Reference34 articles.

1. Effect of unloading on surrounding rock pressure of super large-section tunnel;Cao;Chinese J. Rock Mech. Eng.,2020

2. The analysis method of rock mass deformation of large cross-section tunnel;Chen;Geotech. Geol. Eng.,2016

3. Preparation of similar materials of the surrounding rock in model tests;Chen;Mod. Tunnel. Technol.,2018

4. Evaluation of installation timing of initial ground support for large-span tunnel in hard rock;Feng;Tunn. Undergr. Space Technol.,2019

5. Net distance optimization of super-large section tunnel using new elastoplastic-damage model combining tensile and shear yield modes;Hou;Arab. J. Geosci.,2021

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