Experimental study on the influence of prefabricated fissure size on the directional propagation law of rock type-I crack

Author:

Chen Le-xin,Guo Wei-yao,Zhang Dong-xiao,Zhao Tong-bin

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference54 articles.

1. Biaxial shear crack propagation modes of rock-like samples with prefabricated fissures and their strength characteristics;Xu;Shock Vib,2021

2. An experimental investigation of the fracturing behaviour of rock-like materials containing two V-shaped parallelogram flaws;Tian;Int J Min Sci Technol,2020

3. The effect of fracture growth rate on fracture process zone development in quasi-brittle rock;Chen;Engineering Fracture Mechanice,2021

4. Apparent-depth effects of the dynamic failure of thick hard rock strata on the underlying coal mass during underground mining;Xu;Rock Mech Rock Eng,2019

5. Coal rib burst mechanism in deep roadway and “stress relief-support reinforcement” synergetic control and prevention;Tan;J China Coal Soc,2020

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