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

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          Abstract

          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°, 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°, 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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          Most cited references33

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          A bonded-particle model for rock

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            Crack propagation and coalescence of brittle rock-like specimens with pre-existing cracks in compression

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              Numerical Simulation of Crack Growth and Coalescence in Rock-Like Materials Containing Multiple Pre-existing Flaws

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                Author and article information

                Journal
                Materials (Basel)
                Materials (Basel, Switzerland)
                MDPI AG
                1996-1944
                1996-1944
                Feb 07 2023
                : 16
                : 4
                Affiliations
                [1 ] College of Earth Science and Engineering, Shandong University of Science and Technology, Qingdao 266590, China.
                [2 ] Longshou Mine of Jinchuan Group Co., Ltd., Jinchuan 737100, China.
                Article
                ma16041401
                10.3390/ma16041401
                9959630
                36837031
                f5e2e0e6-08a1-4035-9bb0-227a934fe6ab
                History

                particle flow code,multi-scale characterization,microcrack evolution,failure modes,defects angles,rock mechanics

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