Study on Impact Dynamic Behavior and Failure Characteristics of Coal based on True Triaxial Split–Hopkinson Pressure Bar Experiments-Reference-Cited by-同舟云学术

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Study on Impact Dynamic Behavior and Failure Characteristics of Coal based on True Triaxial Split–Hopkinson Pressure Bar Experiments

Published:2023-10-18 Issue:6 Volume:32 Page:2845-2866
ISSN:1520-7439
Container-title:Natural Resources Research
language:en
Short-container-title:Nat Resour Res

Author:

Shen Rongxi,Gu Zhoujie,Liu Zhentang,Zhao Enlai,Zang Zesheng,Zhou Xin,Li Xiaoliang,Liu Wei,Wang Xi

Funder

National project funding for Key R&D programs of China

National Natural Science Foundation of China

Postgraduate Research & Practice Innovation Program of Jiangsu Province

Graduate Innovation Program of China University of Mining and Technology

Publisher

Springer Science and Business Media LLC

Subject

General Environmental Science

Link

https://link.springer.com/content/pdf/10.1007/s11053-023-10263-8.pdf

Reference71 articles.

1. Chen, M. D., Xu, S. L., Yuan, L. Z., Miao, C. H., Lu, J. H., Ma, H., & Wang, P. F. (2023). Influence of stress state on dynamic behaviors of concrete under true triaxial confinements. International Journal of Mechanical Sciences, 253, 108399.

2. Chen, R., Yao, W., Lu, F., & Xia, K. (2018). Evaluation of the stress equilibrium condition in axially constrained triaxial SHPB tests. Experimental Mechanics, 58(3), 527–531.

3. Chen, S., Zhang, H., Wang, L., Yuan, C., Meng, X., Yang, G., & Lu, Y. (2022). Experimental study on the impact disturbance damage of weakly cemented rock based on fractal characteristics and energy dissipation regulation. Theoretical and Applied Fracture Mechanics, 122, 103665.

4. Ding, Z., Feng, X. J., Wang, E. Y., Wei, Q. L., Zhao, X., & Hu, Q. J. (2023). Acoustic emission response and evolution of precracked coal in the meta-instability stage under graded loading. Engineering Geology, 312, 106930.

5. Du, H. B., Dai, F., Wei, M. D., Li, A., & Yan, Z. L. (2021). Dynamic compression-shear response and failure criterion of rocks with hydrostatic confining pressure: An experimental investigation. Rock Mechanics and Rock Engineering, 54(2), 955–971.

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