WangBingwen1, XiongTingyong1, LeiQiang1, 2, ZhangYi1, XiaoHongchao1, LiuJie1, 3. Stability analysis and treatment of multi-stage left goaf group in Linglong mining area[J]. Journal of Mining Science and Technology, 2019, 4(5): 425-433.
Citation: WangBingwen1, XiongTingyong1, LeiQiang1, 2, ZhangYi1, XiaoHongchao1, LiuJie1, 3. Stability analysis and treatment of multi-stage left goaf group in Linglong mining area[J]. Journal of Mining Science and Technology, 2019, 4(5): 425-433.

Stability analysis and treatment of multi-stage left goaf group in Linglong mining area

  • Publish Date: 2019-10-28
  • Toeffectivelycontroltheundergroundgoafandrealizetheconstructiongoalofnotailings, thestabilityanalysisandtreatmentofthemulti-stageleftgoafgroupinLinglongminingareawerecarriedout.Firstly,thestabilityoftheroofwasanalyzedbyusingthefixedbeamtheory,thesimplysupportedbeamtheoryandtheloadtransferintersectionlinetheory,andthestabilityofthepillarwasanalyzed according to the area bearing theory and pillar strength formula.Then,the distribution of the stressanddisplacementofsurroundingrockingoafwerestudiedbyusingFLAC3Dsoftware.Finally,accordingtothetheoreticalanalysisandnumericalsimulationresults,theremainingspacegroupswere
    dividedintothreegradesofstability,relativelystabilityandinstability,andthewholetailingscementationfillingtestwascarriedoutingoafG16,veinNo.47,veinNo.50andveinNo.47-1abandoned roadway.TheresultofresearchshowsthatgoafG9,G17andG26areinstablestate,whileseventeen goafssuchasG1,G2andG3areinarelativelystablestate.SixgoafssuchasG6,G7andG10arein aninstablestate.Theresultsofcementedfillingtestshowthatthebackfillhasgoodconsolidationeffect, andrealizetheundergroundsafedisposaloftailingsinmineralprocessing. Itisusefultocandesign reasonablemanagementplanaccordingtotheanalysisresultofgoafstability.
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      沈阳化工大学材料科学与工程学院 沈阳 110142

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