Mechanical and Microcrack Evolution Characteristics of Roof Rock of Coal Seam with Different Angle of Defects Based on Particle Flow Code

被引:5
|
作者
Deng, Qinghai [1 ]
Liu, Jiaqi [1 ]
Wang, Junchao [2 ]
Lyu, Xianzhou [1 ]
机构
[1] Shandong Univ Sci & Technol, Coll Earth Sci & Engn, Qingdao, Peoples R China
[2] Longshou Mine Jinchuan Grp Co Ltd, Jinchuan 737100, Peoples R China
关键词
rock mechanics; microcrack evolution; defects angles; failure modes; multi-scale characterization; particle flow code; CRACK COALESCENCE; PROPAGATION; SANDSTONE;
D O I
10.3390/ma16041401
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The creation of the natural ceiling rock of the coal seam is rife with fractures, holes, and other flaws. The angle of the defects has a significant influence on the mechanical characteristics and crack evolution of coal seam roof rock. Multi-scale numerical simulation software PFC2D gets adapted to realize the crack propagation and coalescence process in the roof rock of a coal seam with different angles of defects under uniaxial compression. The effect of flaw angles on the micro and macro mechanical characteristics of rock is also discovered. The results show that: (1) the defect angle has influence on the stress-strain, elastic modulus, peak strength, peak strain, acoustic emission (AE) and strain energy of roof rock of coal seam. When the defect angles are different, the starting position of the roof rock in a coal seam fracture is different. The quantity of microcracks firstly reduces with an increase in defect angles before gradually increasing. At the same fault angle, the cracks are mostly tensile ones and only a few shear ones. (2) When the defect angle is less than 90 degrees, tensile and shear fractures are mostly localized at the defect's two tips and propagate along the loading direction. When the defect angle is 90 degrees, the tensile and shear cracks are not concentrated at the tip of the defect. (3) As the defect angles increase, the elastic strain energy rises initially and then falls, and the dissipated energy and total input energy both increase continuously. The elastic strain energy is greatest at the highest strength. The study provides a certain reference for the use of various analysis methods in practical engineering to evaluate the safety and stability of rock samples with pre-existing defects.
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页数:13
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