Failure Analysis of Sandstone with Filled and Unfilled Cross-Flaws under Uniaxial Compression-Reference-Cited by-同舟云学术

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Failure Analysis of Sandstone with Filled and Unfilled Cross-Flaws under Uniaxial Compression

Published:2022-05-09 Issue:10 Volume:47 Page:13435-13449
ISSN:2193-567X
Container-title:Arabian Journal for Science and Engineering
language:en
Short-container-title:Arab J Sci Eng

Author:

Cui Jiaqing,Feng Guorui,Li Zhu,Han Yanna,Song Cheng,Niu Xiaohong,Wen Xiaoze

Funder

Joint Funds of National Natural Science Foundation of China and Shanxi Province

Distinguished Youth Funds of National Natural Science Foundation of China

Ten Thousand Talent Program of China for Leading Scientists in Science, Technology and Innovation

Shanxi Science and Technology Major Project

Key Science and Technology Innovation Team of “1331” Project in Shanxi Province

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

https://link.springer.com/content/pdf/10.1007/s13369-022-06839-w.pdf

Reference34 articles.

1. Khani, A.; Baghbanan, A.; Hashemolhosseini, H.: Numerical investigation of the effect of fracture intensity on deformability and REV of fractured rock masses. Int. J. Rock Mech. Min. 63, 104–112 (2013). https://doi.org/10.1016/j.ijrmms.2013.08.006

2. Mu, W.P.; Wu, X.; Deng, R.C.; Hao, Q.; Qian, C.: Mechanism of water inrush through fault zones using a coupled fluid-solid numerical model: a case study in the Beiyangzhuang coal mine. Northern China. Mine Water Environ. 39(2), 380–396 (2020). https://doi.org/10.1007/s10230-020-00689-4

3. Wang, Y.X.; Zhang, H.; Lin, H.; Zhao, Y.L.; Liu, Y.: Fracture behaviour of central-flawed rock plate under uniaxial compression. Theor. Appl. Fract. Mec. 106, 102503 (2020). https://doi.org/10.1016/j.tafmec.2020.102503

4. Yang, S.Q.; Chen, M.; Tao, Y.: Experimental study on anchorage mechanical behavior and surface cracking characteristics of a non-persistent jointed rock mass. Rock Mech. Rock Eng. 54(3), 1193–1221 (2021). https://doi.org/10.1007/s00603-020-02325-7

5. Yan, X.; Sun, Z.Z.; Li, S.C.; Liu, R.T.; Zhang, Q.S.; Zhang, Y.M.: Quantitatively assessing the pre-grouting effect on the stability of tunnels excavated in fault zones with discontinuity layout optimization: a case study. Front. Struct. Civ. Eng. 13(6), 1393–1404 (2019). https://doi.org/10.1007/s11709-019-0563-1

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