A granular anisotropic model of underground rockburst considering the effect of radial stresses
Published in Tunnelling and Underground Space Technology, 2025
This paper develops a true-triaxial grain-based rock model with inherent anisotropy to investigate how anisotropy angle and radial stress control rockburst strength, micro-crack evolution, and porosity development.
Recommended citation: Wang, Y.-H., Ma, G. and Rezania, M. (2025). "A granular anisotropic model of underground rockburst considering the effect of radial stresses." Tunnelling and Underground Space Technology, 155, 106202.
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