Macro-Meso Failure Study on the Mechanism of Central-Boundary Fractured Rock Masses

Author:

Luo Feng,Diao Yanglong,Wu Dongtao,Xu Peidong,Guo Yijun,Li MengORCID

Funder

National Natural Science Foundation of China

Natural Science Foundation of Hebei Province

Science and technology projects for colleges and universities in Hebei Province

Handan science and technology research and development program

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. Hao XJ, Zhao YX, Li YL (2018) Simulation of Sidewall Failure in Coal Mine Roadways Using an Extended Continuous Joint Model[J]. J Fail Anal Prev 18(1):41–49

2. Heekwang L, Seokwon J (2010) An experimental and numerical study of fracture coalescence in pre-cracked specimens under uniaxial compression. Int J Solids Struct 48(6):979–999

3. Zhang XP, Louis NYW (2012) Cracking processes in rock-like material containing a single flaw under uniaxial compression: a numerical study based on parallel bonded-particle model approach. Rock Mech Rock Eng 45(5).

4. Qiang QB, Xu JM, Huang JZ (2019) Analysis of the initiation and expansion process of new granite fractures based on PFC~(2D)[J]. Chin J Geol Hazard Control 30(05):122–130

5. Li GC, Sun CL, Sun YT (2019) The macro and mesoscopic law of bulk coal grouting and consolidation based on the “two media-three interfaces” model[J]. J China Coal Soc 44(02):427–434

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