Numerical simulations of failure behavior around a circular opening in a non-persistently jointed rock mass under biaxial compression-Reference-Cited by-同舟云学术

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Numerical simulations of failure behavior around a circular opening in a non-persistently jointed rock mass under biaxial compression

Published:2016-07 Issue:4 Volume:26 Page:729-738
ISSN:2095-2686
Container-title:International Journal of Mining Science and Technology
language:en
Short-container-title:International Journal of Mining Science and Technology

Author:

Yang Xuxu,Jing Hongwen,Chen Kunfu

Funder

National Basic Research Program of China

Graduate Research and Innovation Program of Jiangsu Province

Publisher

Elsevier BV

Subject

Geochemistry and Petrology,Energy Engineering and Power Technology,Geotechnical Engineering and Engineering Geology

Reference31 articles.

1. Creeping damage around an opening in rock-like material containing non-persistent joints;Wong;Eng Fract Mech,2002

2. Investigation of stability of a tunnel in a deep coal mine in China;Kulatilake;Int J Min Sci Technol,2013

3. Geohydromechanical processes in the excavation damaged zone in crystalline rock, rock salt, and indurated and plastic clays-in the context of radioactive waste disposal;Tsang;Int J Rock Mech Min Sci,2005

4. Observations of brittle failure around a circular test tunnel;Martin;Int J Rock Mech Min Sci,1997

5. Excavation-induced damage studies at the underground research laboratory;Martino;Int J Rock Mech Min Sci,2004

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