Numerical simulation study on hard-thick roof inducing rock burst in coal mine

• Published in: Journal of Central South University Vol. 23; no. 9; pp. 2314 - 2320
• Main Authors: He, Jiang, Dou, Lin-ming, Mu, Zong-long, Cao, An-ye, Gong, Si-yuan
• Format: Journal Article
• Language: English
• Published: Changsha Central South University 01.09.2016; Springer Nature B.V
• Subjects: Civil; Coal mines; Coal mining; Dynamic loads; Elastic deformation; Energy and Traffic Engineering; Engineering; Free surfaces; Geological; Metallic Materials; Mining; Roads & highways; Rock masses; Rockbursts; Roofs; Seismic activity; Seismic stability; Seismicity; Stress concentration; Stress waves; Tensile stress; Vibration; Wave reflection; rock burst; horizontal stress; hard-thick roof; stress wave; numerical simulation
• ISSN: 2095-2899; 2227-5223
• DOI: 10.1007/s11771-016-3289-4

In order to reveal the dynamic process of hard-thick roof inducing rock burst, one of the most common and strongest dynamic disasters in coal mine, the numerical simulation is conducted to study the dynamic loading effect of roof vibration on roadway surrounding rocks as well as the impact on stability. The results show that, on one hand, hard-thick roof will result in high stress concentration on mining surrounding rocks; on the other hand, the breaking of hard-thick roof will lead to mining seismicity, causing dynamic loading effect on coal and rock mass. High stress concentration and dynamic loading combination reaches to the mechanical conditions for the occurrence of rock burst, which will induce rock burst. The mining induced seismic events occurring in the roof breaking act on the mining surrounding rocks in the form of stress wave. The stress wave then has a reflection on the free surface of roadway and the tensile stress will be generated around the free surface. Horizontal vibration of roadway surrounding particles will cause instant changes of horizontal stress of roadway surrounding rocks; the horizontal displacement is directly related to the horizontal stress but is not significantly correlated with the vertical stress; the increase of horizontal stress of roadway near surface surrounding rocks and the release of elastic deformation energy of deep surrounding coal and rock mass are immanent causes that lead to the impact instability of roadway surrounding rocks. The most significant measures for rock burst prevention are controlling of horizontal stress and vibration strength.