Assessment and mitigation of coal bump risk during extraction of an island longwall panel

Abstract This study presents an integrated approach for field tests and numerical investigations to assess the risk of coal bumps. This approach produces a stress-relief technology using boreholes to mitigate risk during the extraction of an island longwall panel. The field tests were conducted in an island longwall panel in the Tangshan coal mine in the city of Tangshan, China. In these tests, roadway roof displacement and electromagnetic radiation (EMR) of roadways in the panel were investigated to determine the zones of intensive roof deformation. A numerical model FLAC 3D (Fast Lagrangian Analysis of Continua in 3 Dimensions) was established to understand the results of the field tests and to map the zones in the panel with a high risk for coal bumps. The results of the field tests and the numerical modeling show that the roof deformation starts to occur at more than 30 m ahead of the longwall face and the deformation starts to accelerate after a distance of 10 m in front of the longwall face. Large and rapid roof deformation is considered to be an important precursor of coal bump occurrence during the extraction of an island longwall panel. Based on these results, a stress-relief technology using boreholes was investigated through numerical methods. The modeled results suggest that the abutment stress could be released by drilling boreholes in the zones prone to coal bumps. The effectiveness of the stress release increased with the borehole length and decreased with the borehole spacing.

[1]  Chen Long-gao RESEARCH ON ABUTMENT PRESSURE DISTRIBUTION LAW OF OVERLENGTH ISOLATED FULLY-MECHANIZED TOP COAL CAVING FACE , 2007 .

[2]  G. Mathew,et al.  Determination of directions of horizontal principal stress and identification of active faults in Kachchh (India) by electromagnetic radiation (EMR) , 2008 .

[3]  R Singh,et al.  Stability of the parting between coal pillar workings in level contiguous seams , 2002 .

[4]  E. T. Brown,et al.  A study of the mechanical behaviour of coal for pillar design , 1998 .

[5]  A. H. Salamon,et al.  A study of the strength of coal pillars , 1967 .

[6]  M.D.G Salamon,et al.  A method of designing bord and pillar workings , 1967 .

[7]  Hongwei Wang,et al.  The influence of roadway backfill on the coal pillar strength by numericalinvestigation , 2011 .

[8]  Xue-qiu He,et al.  Electromagnetic response of outburst-prone coal , 2001 .

[9]  Claudia Künzer,et al.  Integrating satellite remote sensing techniques for detection and analysis of uncontrolled coal seam fires in North China , 2004 .

[10]  S. Chong APPLICATION OF ROCK STRAIN SOFTENING MODEL TO NUMERICAL ANALYSIS OF DEEP TUNNEL , 2009 .

[11]  Hua Guo,et al.  Displacement, stress and seismicity in roadway roofs during mining-induced failure , 2008 .

[12]  Cheng Qing-ying Distribution abutment pressures on laneway pillars for superwide isolated fully mechanized top coal caving face , 2007 .

[13]  V. Frid,et al.  Electromagnetic radiation induced by mining rock failure , 2005 .

[14]  Y. M. Cheng,et al.  Three-dimensional analysis of coal barrier pillars in tailgate area adjacent to the fully mechanized top caving mining face , 2010 .

[15]  Yaodong Jiang,et al.  Acoustic emission and thermal infrared precursors associated with bump-prone coal failure , 2010 .

[16]  M.D.G. Salamon,et al.  Stability, instability and design of pillar workings , 1970 .

[17]  Khaled Morsy. Mohamed,et al.  Design considerations for longwall yield pillar stability , 2003 .

[18]  J. M. Galvin Considerations Associated with the Application of the UNSW and Other Pillar Design Formulae. , 2006 .

[19]  Zenon Mróz,et al.  Numerical analysis of elastic-plastic compression of pillars accounting for material hardening and softening , 1980 .

[20]  Z. T. Bieniawski,et al.  The effect of specimen size on compressive strength of coal , 1968 .

[21]  Zhu Xidong STUDY OF COMPLEMENTARY SUPPORTING TECHNOLOGY OF EXTREMELY SOFT ROCK MINING ROADWAY , 2009 .

[22]  R. Trueman,et al.  Two- and three-dimensional elasto-plastic analysis for coal pillar design and its application to highwall mining , 1995 .

[23]  H. Wagner Pillar design in coal mines , 1980 .

[24]  M. Lichtenberger Regional stress field as determined from electromagnetic radiation in a tunnel , 2005 .

[25]  Liu Quan-ming,et al.  STUDY ON DISTRIBUTION LAWS OF STRESS IN INCLINED COAL PILLAR FOR FULLY-MECHANIZED TOP-COAL CAVING FACE , 2006 .

[26]  Joseph C. Zelanko,et al.  Occurrence And Remediation Of Coal Mine Bumps: A Historical Review , 1900 .

[27]  E. Hoek,et al.  Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion , 1990 .

[28]  Zhang Wei-dong,et al.  Hazards of rock burst in island coal face and its control in coal mine jining No.2 , 2003 .