Experimental investigation on the failure characteristic and synergistic load-bearing mechanism of multi-layer linings for deep soft rock tunnels-Reference-Cited by-同舟云学术

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Experimental investigation on the failure characteristic and synergistic load-bearing mechanism of multi-layer linings for deep soft rock tunnels

Published:2024-09 Issue: Volume: Page:
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Wang Haibo,Wang Fuming,Guo Chengchao,Qin Lei,Liu Jun,Qu Tongming

Publisher

Elsevier BV

Reference55 articles.

1. Ground response curves for rock masses exhibiting strain-softening behaviour;Alonso;International Journal for Numerical and Analytical Methods in Geomechanic,2003

2. The squeezing potential of rock around tunnels: Theory and prediction with examples taken from japan;Aydan;Rock Mechanics and Rock Engineering,1996

3. Cause investigation and verification of lining cracking of bifurcation tunnel at Huizhou Pumped Storage Power Station;Bian;Tunnelling and Underground Space Technology,2016

4. State of stress in tunnel lining in squeezing rock conditions;Bonini;Rock Mechanics and Rock Engineering,2013

5. Ground response curves for rock tunnels;Brown;Journal of Geotechnical and Geoenvironmental Engineering,1983

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