Study on the distribution pattern of particle re-crushing in the coal and rock mass crushing process under pressure

• Published in: PloS one Vol. 17; no. 1; p. e0262235
• Main Authors: Song, Shuang, Li, Shugang, Zhang, Tianjun, Pan, Hongyu, Liu, Nan, Zhang, Lei
• Format: Journal Article
• Language: English
• Published: United States Public Library of Science 18-01-2022; Public Library of Science (PLoS)
• Subjects: Axial stress; Bulk solids; Coal; Coal - analysis; Coal mining; Coefficients; Compacting; Compaction; Computer and Information Sciences; Construction Materials - analysis; Crushed stone; Crushing; Deformation; Deformations (Mechanics); Density; Engineering; Engineering and Technology; Engineering research; Fractals; Gangue; Mechanical properties; Particle Size; Physical Sciences; Pressure; Raw materials; Rock masses; Rocks; Shear strain; Shear tests; Strain analysis; Structural stability; Test systems; China
• ISSN: 1932-6203; 1932-6203
• DOI: 10.1371/journal.pone.0262235

In order to investigate the compaction and re-crushing characteristics of crushed coal gangue with different gradation, the compaction fractal test was carried out for crushed coal gangue with different Talbol power index n. The compaction deformation parameters such as displacement, stress-strain were analyzed according to the test results. And according to the test results, the compaction deformation relationship of the lateral limit crushed coal rock body considering the gradation is obtained. The test results show that: the crushing of coal rock particles exists in almost the whole compaction process of the crushed coal rock body, and the crushing of coal rock particles has a non-negligible influence on the deformation of the whole crushed rock body; the structural stability of large-size coal rock particles is not as good as that of small-size coal rock particles, and the large-size coal rock is more likely to be crushed under the same stress conditions; the distribution coefficient r of the crushed coal rock body decreases with the increase of axial stress; and before the Before the axial stress reaches 8 MPa, the distribution coefficient r of crushed rock samples tends to increase with n in general, and after reaching 8 MPa and later, the distribution coefficient r of crushed rock samples tends to decrease with n in general; the difference value of particle crushing increases with the increase of axial stress, and the weight value of particle crushing decreases with the increase of axial stress, and the changes of both are non-linear; according to the stress recovery in the compaction process of crushed coal rock body The compaction deformation model of the crushed coal rock body is constructed according to the crushing characteristics of coal rock particles in the stage of compaction, which effectively combines its fine action mechanism with macroscopic physical phenomena in a simple form and has certain practical engineering significance.