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Development of a multiple level underground limestone mine from geology through mine planning 被引量:3

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摘要 The development of a multiple level underground mine is a complex task in which geology,engineering,ground control,and unit operations are integrated into a single mine design.The components are interdependent and must function cohesively to ensure a profitable underground mining operation.To optimize reserve recovery,mine planning should begin from the lowest level and progress up.This limits any misjudgments or oversights of a given level affecting the underlying levels and ensures the ability to maximize recovery from each level.Mine planning should start with the exploration and characterization of the geologic setting.Once the reserve geology and quality is well understood,then mine planning can begin with respect to the following:(1)orientation of mine works with respect to horizontal stress;(2)access to the reserve;(3)determination of opening widths;(4)selection of back,floor horizons and pillar centers;(5)selection of development and secondary mining heights;(6)appropriate inter-burden thicknesses;and(7)examining the stability of the multiple level mine through numerical modeling.The multiple level mine design process and decisions are presented through a case history example.The theme is that there is one opportunity to"get it right"and many chances to overlook a small aspect within the design that will plague the mine throughout all levels and through the entirety of its operating life.
出处 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2020年第1期63-67,共5页 矿业科学技术学报(英文版)
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  • 1Esterhuizen GS, Dolinar DR, Ellenberger JL Prosser LJ. Pillar and roof span design guidelines for underground stone mines. Pittsburgh. PA: NIOSH Publication; 2011. p. 1-64.
  • 2Esterhuizen GS, MM Murphy. S-pillar-software for stone mine pillar design. Pittsburgh, PA: NIOSH; 2011.
  • 3Murphy MM, Ellenberger JL Esterhuizen GS, Miller T. Roof and pillar failure associated with weak floor at a limestone mine. SME Pre-print; 2015.
  • 4Stacey TR, Page CH. Practical handbook for underground rock mechanics. Clausthal-Zellerfeld. Trans Tech Publications; 1986. p. 144.
  • 5Hoek E, Carranza-Torres C, Corkum B. Hoek-brown failure criterion. In: Proceedings of the 5th NARMS-TAC conference. University of Toronto; 2002. p. 267-73.
  • 6Esterhuizen GS, Ellenberger JL Effects of weak bands on pillar stability in stone mines: field observations and numerical model assessment. In: Proceedings of the 26th international conference on ground control in mining. Morgantown, West Virginia: West Virginia University; 2007. p. 320-6.
  • 7Zipf RK. Numerical modeling procedures for practical coal mine design. In: Proceedings of the 41 st U.S. rock mechanics symposium. Alexandria, Virginia: American Rock Mechanics Association; 2006. p. 1-11.
  • 8Esterhuizen GS. A Stability factor for supported mine entries based on numerical model analysis. In: Proceedings of the 31st international conference on ground control in mining. Morgantown, WV; 2012.

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