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金属矿山 ›› 2016, Vol. 45 ›› Issue (03): 44-47.

• 采矿工程 • 上一篇    下一篇

连续全面回采对采场稳定性的影响

耿阳,郭进平   

  1. 西安建筑科技大学材料与矿资学院,陕西 西安 710055
  • 出版日期:2016-03-15 发布日期:2016-05-17

Effect of Continuous Extraction on Stope Stability

Geng Yang,Guo Jinping   

  1. College of Materials and Mineral Resource,Xi′an University of Architecture and Technology,Xi′an 710055,China
  • Online:2016-03-15 Published:2016-05-17

摘要: 针对全面采矿法,进行连续回采,对其采场稳定性进行分析。以云南某铜矿为例,采用数值模拟手段,分析采场中的应力、位移、塑性区。得出:随着开采的推进,最大主应力和最小主应力并不是出现在采场深部,而是出现在顶底柱上,出现应力集中现象,采场中最小主应力的最小值由2.53 MPa增加至5.71 MPa,增幅为125.7%,最大主应力的最小值由6.88 MPa增加至20.11 MPa,增幅达192.3%,应力过大易造成失稳破坏;各点位移均呈增大趋势,3个顶底柱上均出现位移突然增大的现象,中部顶底柱上的最大下沉量达到47.87 mm;顶底柱上表现为剪切破坏,围岩塑性区影响范围增大,表现为剪切、拉剪、拉破坏共存的状态。应适当增大顶底柱尺寸,或者减小采场尺寸,以保证采场安全。

关键词: 连续全面回采, 数值模拟, 采场, 应力, 塑性区

Abstract: In view of the continuous extraction by the overall mining,the stope stability is analyzed.Taking a copper mine in Yunnan for example,the stress,displacement and plastic zone are analyzed by the numerical simulation method.The results showed that:with the mining advanced,maximum and minimum principal stress did not appear at depth,but concentrated on the top and bottom pillars.The minimum value of minimum principal stress in the stope increased from 2.53 MPa to 5.71 MPa with a 125.7% increase,and the minimum value of maximum principal stress increased from 6.88 MPa to 20.11 MPa,with a 192.3% increase.These may lead to failure on stope.The displacement of each point all showed a growing trend.The displacement of three top and bottom pillars increased suddenly,and the maximum subsidence on the central pillar reached 47.87 mm.The top and bottom pillar showed as shear failure,and the plastic zone of surrounding rock was extended,showing as shear,tensile and shear-tensile failure.In order to ensure the stope safety,the size of top and bottom pillar should be enlarged properly,or stope size should be reduced.

Key words: Continuous extraction, Numerical Simulation Method, Stope, Stress, Plastic zone