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Analysis of coal pillar stability(ACPS): A new generation of pillar design software 被引量:5

Analysis of coal pillar stability(ACPS): A new generation of pillar design software
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摘要 Thirty years ago, the analysis of longwall pillar stability(ALPS) inaugurated a new era in coal pillar design.ALPS was the first empirical pillar design technique to consider the abutment loads that arise from full extraction, and the first to be calibrated using an extensive database of longwall mining case histories.ALPS was followed by the analysis of retreat mining stability(ARMPS) and the analysis of multiple seam stability(AMSS). These methods incorporated other innovations, including the coal mine roof rating(CMRR), the Mark-Bieniawski pillar strength formula, and the pressure arch loading model. They also built upon ever larger case history databases and employed more sophisticated statistical methods.Today, these empirical methods are used in nearly every underground coal mine in the US. However,the piecemeal manner in which these methods have evolved resulted in some weaknesses. For example,in certain situations, it may not be obvious which program is the best to use. Other times the results from the different programs are not entirely consistent with each other. The programs have also not been updated for several years, and some changes were necessary to keep pace with new developments in mining practice. The analysis of coal pillar stability(ACPS) now integrates all three of the older software packages into a single pillar design framework. ACPS also incorporates the latest research findings in the field of pillar design, including an expanded multiple seam case history data base and a new method to evaluate room and pillar panels containing multiple rows of pillars left in place during pillar recovery.ACPS also includes updated guidance and warnings for users and features upgraded help files and graphics. Thirty years ago, the analysis of longwall pillar stability(ALPS) inaugurated a new era in coal pillar design.ALPS was the first empirical pillar design technique to consider the abutment loads that arise from full extraction, and the first to be calibrated using an extensive database of longwall mining case histories.ALPS was followed by the analysis of retreat mining stability(ARMPS) and the analysis of multiple seam stability(AMSS). These methods incorporated other innovations, including the coal mine roof rating(CMRR), the Mark-Bieniawski pillar strength formula, and the pressure arch loading model. They also built upon ever larger case history databases and employed more sophisticated statistical methods.Today, these empirical methods are used in nearly every underground coal mine in the US. However,the piecemeal manner in which these methods have evolved resulted in some weaknesses. For example,in certain situations, it may not be obvious which program is the best to use. Other times the results from the different programs are not entirely consistent with each other. The programs have also not been updated for several years, and some changes were necessary to keep pace with new developments in mining practice. The analysis of coal pillar stability(ACPS) now integrates all three of the older software packages into a single pillar design framework. ACPS also incorporates the latest research findings in the field of pillar design, including an expanded multiple seam case history data base and a new method to evaluate room and pillar panels containing multiple rows of pillars left in place during pillar recovery.ACPS also includes updated guidance and warnings for users and features upgraded help files and graphics.
出处 《International Journal of Mining Science and Technology》 EI CSCD 2019年第1期87-91,共5页 矿业科学技术学报(英文版)
关键词 PILLAR design GROUND control STABILITY Empirical METHODS Pillar design Ground control Stability Empirical methods
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  • 1Mark C. Phillipson SE, Tyma P, Gauna M. Characteristics of coal bursts in the north fork valley of the Gunnison River. Colorado. In: Proceedings of the 30th international conference on ground control in mining. Morgantown (WV): West Virginia University, 2012. p. 1-12.
  • 2Mark C. Pillar design for deep cover retreat mining: ARMPS version 6. In: Proceedings of the 3th international workshop on coal pillar mechanics and design. Morgantown (WV): 2010. p. 106-21.
  • 3Gauoa M. Coal pillar design for deep conditions: an operations approach. In: Proceedings of the workshop on coal pillar mechanics and design, USBM IC 9315; 1992. p. 214-24.
  • 4Hoelle J. Coal bumps in an Eastern Kentucky coal mine 1989 to 1997. In: Proceedings of the 27th international conference on ground control in mining. Morgantown (WV): West Virginia University; 2008. p. 14-19.
  • 5DeMarco MJ, Koehler JR, Maleki H. Gate road design considerations for mitigation of coal bumps in western U.S. longwall operations. In: Proceedings of Mechanics and mitigation of violent failure in coal and hard-rock mines. Bureau of Mines (WA): Spokane, Department of the Interior; 1995. SP 01-95, p. 141-65.
  • 6DeMarco MJ. Yielding pillar gate road design considerations for longwall mining. In: New technology for longwall ground control, USBM SP 01-94; 1994. p. 19-36.
  • 7Gilbride LJ, Hardy MP. lnterpanel barriers for deep western U.S. longwall mining. In: Proceedings of the 23rd international conference on ground control in mining. Morgantown (WV): West Virginia University; 2004. p. 35-41.
  • 8Maleki H. Caving, seismicity, and mine design in four Utah coal mines. In: Proceedings of the 25th international conference on ground control in mining. Morgantown (WV): West Virginia University; 2006. p. 268-76.
  • 9Foy P. Utah's deep coal operators face heavy regulation. Associated Press news item; 2008.
  • 10Gauna M, Phillipson S. Evaluation of a multiple seam interaction coal pillar bump. In: Proceedings of the 27th international conference on ground control in mining. Morgantown (WV): West Virginia University; 2008. p. 51-9.

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