Dynamic Mode Ⅱ fracture behavior of rocks under hydrostatic pressure using the short core in compression (SCC) method

Dynamic Mode Ⅱ fracture behavior of rocks under hydrostatic pressure using the short core in compression (SCC) method

The shear failure of rocks under both a static triaxial stress and a dynamic disturbance is common in deep underground engineering and it is therefore essential for the design of underground engineering to quantitively estimate the dynamic Mode Ⅱ fracture toughness KⅡC of rocks under a triaxial stre...

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Bibliographic Details
Main Authors: Wei Yao, Ying Xu, Chonglang Wang, Kaiwen Xia, Mikko Hokka
Format: Article
Language:English
Published: Elsevier 2021-09-01
Series:International Journal of Mining Science and Technology
Subjects:
Loading rate
Finite element method
Mode Ⅱ fracture toughness
Fangshan marble
Hydrostatic pressure
Short core in compression
Online Access:http://www.sciencedirect.com/science/article/pii/S2095268621000860

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http://www.sciencedirect.com/science/article/pii/S2095268621000860

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