Investigation on the failure mechanism of hard rock cavern subjected to adjacent structural plane based on physical model experiments-Reference-Cited by-同舟云学术

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Investigation on the failure mechanism of hard rock cavern subjected to adjacent structural plane based on physical model experiments

Published:2024-06 Issue: Volume:131 Page:104447
ISSN:0167-8442
Container-title:Theoretical and Applied Fracture Mechanics
language:en
Short-container-title:Theoretical and Applied Fracture Mechanics

Author:

Xu Huaisheng,Li Shaojun,Xu Dingping,Liu Xiuyang,Huang Xiang,Zheng Minzong,Zhang Sheng

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference50 articles.

1. Estimating the potential for spalling around a deep nuclear waste repository in crystalline rock;Martin;Int. J. Rock Mech. Min. Sci.,2009

2. In situ observation of rock spalling in the deep tunnels of the China Jinping underground laboratory (2400 m depth);Feng;Rock Mech. Rock Eng.,2018

3. Intense rockburst impacts in deep underground construction and their prevention;Mazaira;Can. Geotech. J.,2015

4. Failure mode of columnar jointed basalt tunnel and its mechanism simulation;Hao;Rock Soil Mech.,2015

5. Rock burst intensity classification based on the radiated energy with damage intensity at Jinping II hydropower station;Chen;China. Rock Mechanics and Rock Engineering.,2013

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