Experimental Investigation of Microstructure-Related Scale Effect on Tensile Failure of Coal-Reference-Cited by-同舟云学术

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Experimental Investigation of Microstructure-Related Scale Effect on Tensile Failure of Coal

Published:2020-11-13 Issue:2 Volume:30 Page:1495-1510
ISSN:1520-7439
Container-title:Natural Resources Research
language:en
Short-container-title:Nat Resour Res

Author:

Song Honghua,Zhao Yixin^ORCID,Wang Jiehao,Jiang Yaodong

Funder

Major scientific and technological innovation project in Shandong Province

National Natural Science Foundation of China

Yue Qi Distinguished Scholar Project of China University of Mining & Technology

Publisher

Springer Science and Business Media LLC

Subject

General Environmental Science

Link

http://link.springer.com/content/pdf/10.1007/s11053-020-09776-3.pdf

Reference69 articles.

1. Aggelis, D. G. (2011). Classification of cracking mode in concrete by acoustic emission parameters. Mechanics Research Communications, 38(3), 153–157.

2. Ai, D., Zhao, Y., Wang, Q., & Li, C. (2020). Crack propagation and dynamic properties of coal under SHPB impact loading: Experimental investigation and numerical simulation. Theoretical and Applied Fracture Mechanics, 105, 102393.

3. Aliha, M. R. M., Ayatollahi, M. R., Smith, D. J., & Pavier, M. J. (2010). Geometry and size effects on fracture trajectory in a limestone rock under mixed mode loading. Engineering Fracture Mechanics, 77(11), 2200–2212.

4. Bahaaddini, M., Hagan, P. C., Mitra, R., & Hebblewhite, B. K. (2014). Scale effect on the shear behaviour of rock joints based on a numerical study. Engineering Geology, 181, 212–223.

5. Basu, A., Mishra, D. A., & Roychowdhury, K. (2013). Rock failure modes under uniaxial compression, Brazilian, and point load tests. Bulletin of Engineering Geology and the Environment, 72(3), 457–475.

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