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中厚倾斜矿体卸压开采设计数值模拟研究

Research on Numerical Simulation of Depressurized Mining Design for Inclined Medium-thick Ore-body
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摘要 针对谦比西铜矿矿体与近矿围岩稳定性差,受地压影响严重,进路屡遭破坏等问题,应用2D-数值分析软件,对不同开挖方式下岩体应力场变化规律和分布特征、卸压过程的力学机制、采场结构及参数优化进行了数值模拟研究。结果表明,沿脉布置1条进路,增大空区跨度和减小空区高度的采场结构方式可以实现卸压开采的目的。在谦比西铜矿矿体所具备的倾角厚度条件下,进路布置在距矿体下盘6 m处,回采后可使下分段进路处的垂向应力降低18%,能够满足卸压及经济效益2方面的要求。 In view of poor stability of ore-body and wall rocks near ore-body in Chambishi copper mine, serious affection by ground pressure and approaches repeatedly damaged etc, 2D-numerical analysis software program was applied to make numerical simulation on stress field change law and distribution characteristics of rock mass, the mechanical mechanism of depressurized process, the parameter optimization of the mining field structure under different excavation way. The results showed that laying out a route along the veins, the stoping structure with feature of span increasing and height lowering in mined-out area can realize the depressurized mining. Under a certain thickness condition of inclined angle, the route is layout at 6 m from the bottom of ore-body in Chambishi Copper Mine, which can lower the vertical stress by 18% for next section of route after stoping. These can meet requirements of both depressurization and economic benefits.
出处 《金属矿山》 CAS 北大核心 2011年第1期1-4,18,共5页 Metal Mine
基金 国家高技术研究发展计划(863计划)项目(编号:2007AA06Z107) "十一五"国家科技支撑计划项目(编号:2008BAB34B01 2008BAB34B02) 教育部新世纪优秀人才支持计划项目(编号:NCET-07-0163) 国家自然科学基金项目(编号:50974031) 中央高校基本科研业务费项目(编号:90401006)
关键词 倾斜中厚矿体 无底柱分段崩落法 卸压开采 数值模拟 Inclined medium-thick ore-body Pillarless sublevel caving method Depressurized mining Numerical simulation
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参考文献10

  • 1Rajendra S,Singh T N. Investigation into the bchaviour of a support system and roof strata during sublevel caving of a thick coal seam [ J ]. Geotechnical and Geological Engineering, 1998 (3) :21-35.
  • 2王文杰.中厚倾斜矿体卸压开采理论及其应用[J].金属矿山,2009,38(2):23-26. 被引量:17
  • 3解世俊.卸压开采[J].矿山技术,1992(2):19-21. 被引量:13
  • 4任凤玉,陶干强,李清望,张仲发,李江,窦梅林.西石门铁矿南区崩落卸载采矿法试验研究[J].中国矿业,2003,12(1):39-41. 被引量:19
  • 5明世祥,于言平.小官庄铁矿采场地压控制方法的研究[J].金属矿山,2005,34(1):9-11. 被引量:16
  • 6Sonmez H, Gokceoglu C, Ulusay R. Indirect determination of the modulus of deformation of rock masses based on the GSI system [J]. Int. J. Rock Mech. And Min. Sci. ,2004,41 (5) :849-857.
  • 7Hoek E. Reliability of Hoek-Brown estimates of rock mass properties and their impact on design [ J ]. InL J. Rock Mech. Min. Sci. , 1998,35( 1 ) :63-68.
  • 8Exadaktylos G E,Stavropoulou M C. A closed-form elastic solution for stresses and displacements around tunnels [ J ] . Int. J. Rock Mech. Min. Sci. ,2002,39 (7) :905-916.
  • 9Gibowicz S J. Seismicity induced by mining[ J]. Advances in Geophysics, 1990,32 (2) :71-74.
  • 10Blake W, Leighton F. Microseismic techniques for monitoring the behavior of rock structures[ M ]. San Diego : Bumines, 1974.

二级参考文献16

  • 1明世祥,于言平.小官庄铁矿采场地压控制方法的研究[J].金属矿山,2005,34(1):9-11. 被引量:16
  • 2Laurance Donnelly, Fred Bell and Martin Culshaw. Some positive and negative aspects of mine abandonment and their implications on infrastructure [ J ]. Lecture Notes in Earth Science, 2004,104 : 719-726.
  • 3Kassirova N A. Evaluation of the efficiency of methods of removing external water pressure from underground structures [ J ]. Power technology and engineering,2002 (1) :41-47.
  • 4Jacques Delouvrier, Jacques Delay. Multi-level groundwater pressure monitoring at the meuse/haute-mame underground research laboratory[ J]. Lecture Notes in Earth Sciences, 2004,104:377- 384.
  • 5Asef M R, Reddish D J, Lloyd PW. Rock-support interaction analysis based on numerical modeling[J]. Geotechnical and Geological Engineering, 2000,18 ( 1 ) :93-27.
  • 6Rajendra Singh, Singh T N. Investigation into the behaviour of a support system and roof strata during sublecel caving of a thick coal seam [ J ]. Geotechnical and Geological Engineering, 1998 ( 3 ) :21-35.
  • 7王文杰.中厚倾斜矿体卸压开采理论及其在Chambishi铜矿的应用[D].沈阳:东北大学,2007.
  • 8Sonmez H, Gokceoglu C, Ulusay R. Indirect determination of the modulus of deformation ofrock masses based on the GSI system [J]. Int. J. Rock Mech. and Min. Sci. ,2004 ,41:849-857.
  • 9Hoek E. Reliability of Hoek-brown estimates of rock mass properties and their Impact on design [ J ]. Int. J. Rock Mech. and Min. Sci. ,1998, 35(1) :63-68.
  • 10Exadaktylos G E, Stavropoulou M C. Aclosed-form elastic solution for stresses and displacements around tunnels [J]. Int. J. Rock Mech. Min. Sci, 2002,39(7) :905-916.

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