Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam
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Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam
Vol. 32, Issue 8, (2011)
作者机构:
中国矿业大学 安全工程学院,煤炭资源与安全开采国家重点实验室,江苏,徐州,221008
作者简介:
基金信息:
DOI:
CLC:TD324
Online First:16 August 2011,
Published:2011
稿件说明:
移动端阅览
WEI Ming-yao, WANG En-yuan, LIU Xiao-fei, et al. Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam[J]. 2011, 32(8).
DOI:
WEI Ming-yao, WANG En-yuan, LIU Xiao-fei, et al. Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam[J]. 2011, 32(8).DOI:
Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam
Blasting pressure relief technology can be applied to reduce the stress concentration of coal-rock mass and avoid the rockburst disasters effectively in coal mine. Taking the working face 23 130 of Yuejin coal mine for example
the effect of blasting pressure relief is simulated by using the fast Lagrangian analysis of continua in 3 dimensions (FLAC3D). Stress distribution of surrounding rock and diversion law under different conditions are studied; and effect of pressure relief on mining site is tested by electromagnetic radiation (EMR) monitoring technology. The result shows that stress peak value decreases and transfer distance increases with the increasing of explosive charge. Stress peak value decreases with the increasing of coal seam thickness
but transfer distance is nearly unchanged. Stress peak value decreases with the increasing of mining depth
but transfer distance decreases. The result of pressure relief is efficient with the decreasing of EMR signals in blasting region. Combining the numerical simulation method and electromagnetic radiation technology
the result provides a basis for selecting reasonable blasting parameters in working face and reducing rockburst risk effectively
Coupling mechanism of seepage and heat transfer in rock fracture based on physics-informed neural networks
Influence of construction gap on the force of steel lining in compressed air storage cavern
Stability and failure mode analysis of tunnel face in composite ground with upper sand and lower clay layers
Characterization method for the three-dimensional soil cutting failure surface based on damage energy dissipation
Pullout simulation on fully grouted rock bolts based on residual shear strength
Related Author
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
ZHANG Gui-min
SUN Wen-qing
ZHU Ze-fan
SU Yong-kang
Related Institution
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Mechanics and Civil Engineering, China University of Mining and Technology
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology