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急斜薄矿脉崩落矿岩散体流动规律研究 被引量:10

Research on granular flow laws of caved ore and rock for steeply dipping thin vein
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摘要 基于内蒙古某金矿实际地质条件及矿岩物理性质,采用颗粒离散元法,对急斜薄矿脉崩落矿岩散体的流动规律进行数值模拟研究。研究结果表明,其颗粒的运动模型可分为倾斜边壁控制区、过渡区及自由下落区;其力的传递模型可分为均匀接触力区、卸压区及不稳定力拱区。在此基础上分析了矿岩摩擦角的变化对放矿过程的影响,尤其是对放矿过程中贫化三角矿体的大小及颗粒间接触力的影响。分析结果表明:1)上下盘围岩的摩擦角δ与矿石散体的摩擦角φ之比越大,贫化三角矿体积越大;2)颗粒间摩擦角越大,则颗粒间接触力越大,放矿过程中不稳定力拱的产生与崩塌越频繁,越容易产生稳定拱。最终,根据所得研究结果,提出了优化采场结构参数,降低矿石损失贫化的方法。 Based on the geological conditions and ore-rock physical properties of a gold mine in Inner Mongolia, the numerical simulation research of granule flowing laws of the steeply inclined and narrow veins is analyzed by using discrete element method of the particle flow. The results of the analysis show that the flow patterns of particle can be divided into side wall control zone, transition zone and free fall zone. The patterns of stress transmission can be divided into homogeneous stress zonel decompression and unstable arches. Based on what is mentioned above, the author analyzes the effect of the changes of ore friction angle on ore drawing process, especially the effect on the size of dilution triangle ore body and contact force between particles in ore drawing process. The results of the analysis are as follows: 1) The greater the ratio of the friction angle δ and the friction angle φ of ore is, the bigger the dilution triangle ore body will be; 2) The greater the friction angle of particles is, the more frequent the production and collapse of the unstable arches will be and the easier to produce stable arch. Based on the research results, a method of optimizing the mining structural parameters and reducing the ore loss and dilution is put forward.
出处 《采矿与安全工程学报》 EI 北大核心 2013年第4期512-517,共6页 Journal of Mining & Safety Engineering
基金 国家自然科学基金项目(51274055 51204030 51204031 51109035) 中央高校基本科研业务费专项资金项目(110401003 110501001 110301006) 湖南科技大学煤矿安全开采技术湖南省重点实验室开放基金项目(201106) 辽宁省博士后集聚工程项目(2011921005)
关键词 无底柱分段崩落法 颗粒流方法 摩擦因数 急斜薄矿体 sublevel caving method particle flow method(PFM) friction coefficient steeply dippingthin orebody
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参考文献6

  • 1CUNDALL PA. A computer model for simulatingprogressive large scale movements in blocky rocksystem[C] //MULLER LED. Proc Symp Int Soc RockMechanies. Rotterdam: Balkama A A, 1971: 8-12.
  • 2BRADYBHG.地下采矿岩石力学(第三版)[M] .佘诗刚,朱万成,译.北京:科学出版社,2011.
  • 3朱焕春.PFC及其在矿山崩落开采研究中的应用[J].岩石力学与工程学报,2006,25(9):1927-1931. 被引量:82
  • 4王涛,盛谦,熊将.基于颗粒流方法自然崩落法数值模拟研究[J].岩石力学与工程学报,2007,26(S2):4202-4207. 被引量:26
  • 5Itasca Consulting Group,Inc. Theory and background ofPFC2d[M] . Minneapolis ICG, 1999.
  • 6MASSON S , MARTINEZ J . Effect of particlemechanical properties on silo flow and stresses fromdistinct element simulations [J] . Powder Technology,2000, 109: 164-178.

二级参考文献17

  • 1张德海,邢纪波,朱浮声.三维梁-颗粒模型在岩石材料破坏模拟中的应用[J].岩土力学,2004,25(z1):33-36. 被引量:6
  • 2Itasca Consulting Group Inc..Particle Flow Code[R].Sudbury:Itasca Consulting Group Inc.,2002.
  • 3Dolezalová M,Czeme P,Havel E.Micromechanical modeling of stress path effects using PFC2D code[A].In:Konietzky H ed.Numerical Modeling in Micromechanics via Particle Methods[C].[s.l.]:[s.n.],2002.173-182.
  • 4Hoda T,Towhata I.Flow deformation of ground due to liquefaction during earthquake[A].In:Konietzky H ed.Numerical Modeling in Micromechanics via Particle Methods[C].[s.l.]:[s.n.],2002.141-150.
  • 5CUNDALL P A.A Computer model for simulating progressive large scale movements in blocky rock systems[K].Proceedings of the Symposium of the International Society of Rock Mechanics.1971
  • 6Itasca Consulting Group,Inc.PFC2D(partial flow code in2dimension)Version3.1[]..2001
  • 7Kulatilake P H S W,Bwalya Malama,Wang J L.Physical and particle flow modeling of jointed rock block behavior under uniaxial loading[].International Journal of Rock Mechanics.2001
  • 8Cundall,P.A.Formulation Of a three-dimensional distinct element model—Part I A scheme to detect and represent contacts in system composed of many polyhedral blocks[].Int J Rock Mech Sci & Geotech Abstr.1988
  • 9张世雄,连岳泉,徐腊明.岩体崩落机理的数值模拟研究[J].金属矿山,1997,26(9):13-18. 被引量:9
  • 10邢纪波,俞良群,王泳嘉.三维梁-颗粒模型与岩石材料细观力学行为模拟[J].岩石力学与工程学报,1999,18(6):627-630. 被引量:32

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