Failure characteristics and energy distributions of surrounding rock in hard rock tunnels subjected to different three-dimensional stress conditions

Author:

TAO Ming,ZHAO Rui,ZHAO Hua-tao,WANG Yi-qing,CAO Wen-zhuo,WANG Shao-feng

Funder

National Natural Science Foundation of China

Fundamental Research Funds for Central Universities of the Central South University

Publisher

Elsevier BV

Subject

Materials Chemistry,Metals and Alloys,Geotechnical Engineering and Engineering Geology,Condensed Matter Physics

Reference33 articles.

1. Failure characteristics of high stress rock induced by impact disturbance under confining pressure unloading [J];YIN;Transactions of Nonferrous Metals Society of China,2012

2. Critical problems of study of slabbing failure of surrounding rock in deep hard rock tunnel and research progress [J];ZHOU;Rock and Soil Mechanics,2015

3. Failure behavior of horseshoe-shaped tunnel in hard rock under high stress: Phenomenon and mechanisms [J];WU;Transactions of Nonferrous Metals Society of China,2022

4. Experimental investigation on dynamic mechanical properties and fracture evolution behavior of the underground openings with excavation damaged zones [J];ZHAO;International Journal of Damage Mechanics,2022

5. Progressive fracture processes around tunnel triggered by blast disturbances under biaxial compression with different lateral pressure coefficients [J];LONG;Transactions of Nonferrous Metals Society of China,2020

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