九仗沟金矿采场岩体稳定性分析及参数优化
Stability analysis and parameter optimization on the rock mass in Jiuzhanggou gold mine
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摘要: 为了研究采场稳定性分析方法与参数优化方法,对嵩县山金矿业有限公司九仗沟金矿试验采场进行了工程地质调查、数字摄影、矿岩力学试验等工作,获取了表征矿山岩体质量的多种指标。利用三维数字摄影测量系统(ShapeMetrix3D)对九仗沟金矿100中段进路采场岩体进行现场节理信息采集,分析得到采场岩体结构面产状、节理间距、节理组数、结构面体密度等参数。在此基础上,结合钻孔窥视及岩石力学试验数据信息,采用岩体地质力学分类(RMR)和巴顿岩体质量(Q)分类方法对采场岩体稳定性进行分级。根据获取的指标,利用Mathews图表法对试验采场的跨度进行优化设计,分析认为实际生产中应严格将进路采场跨度控制在7.5 m以下,以保证进路采场稳定性。Abstract: In order to study the stability analysis method and parameter optimization for the upward drift stope,several indexes representing the engineering quality of rock mass in mines were acquired by the survey of engineering geology,digital photographic,the orebearing rock mechanics experiments etc in Jiuzhanggou gold mineThe 3D digital measurement system(ShapeMetrix3D) is employed to survey and collect the digital information of the plane parameters of rockmass structures that including rock mass occurrence,joint spacing,joint set numbers,volume density of structural plane for 100 m stope at Jiuzhanggou gold mineBased on the digital joint structure characteristics,the RMR system and Qsystem are employed to analyze and classify the stability of stope rockmass,incorperating with drilling peep results and rock mechanics parametersAccording to the acquired indexes,the current span of the testing stope is optimized by using the Mathews stability graph methodIt is concluded that the span of the stope should be strictly controlled below 75 m in order to ensure the stability of stope