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  • ISSN 1005-2518 
  • Founded in 1988
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Mining Technology and Mine Management

Evaluation of Goaf Stability in Vein Quartz Tungsten Mines Based on Unascertained Measure Theory

  • Guangxiang YE ,
  • Zhiqun HUANG ,
  • Xiaojun WANG ,
  • Shubiao ZHANG ,
  • Dong YUAN
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  • 1.Ganzhou Research Institute of Non-Ferrous Metallurgy Co. ,Ltd. ,Ganzhou 341000,Jiangxi,China
    2.Jiangxi Piaotang Tungsten Industry Co. ,Ltd. ,Dayu 341500,Jiangxi,China
    3.Jiangxi University of Science and Technology,Ganzhou 341000,Jiangxi,China

Received date: 2020-08-31

  Revised date: 2021-03-18

  Online published: 2021-07-14

Abstract

Goaf is a major potential safety hazard of underground mines,and its stability has always been the focus attention of the majority of practitioners.Aiming at the difficulty in analysis and evaluation of the stability of quartz vein type wolframite ore veins and surrounding rocks,and there is no suitable method for analysis and evaluation of the stability of the goaf,the unascertained measurement theory was proposed.Firstly,11 factors affecting the stability of the goaf were selected,which including the mining width and the exposed area of roof,and the impact evaluates was conducted according to the stability classification of the goaf,thus, a single index measure function was constructed for the stability evaluation of quartz vein goaf.Then,the evaluation vector of multiple indexes comprehensive measurement was formed by determining the influence factor weight of each goaf.Finally,the stability evaluation level of each goaf is obtained based on the confidence recognition criterion.The results show that 55 are stable(Ⅰ) among the 191 goaf areas surveyed,82 are generally stable (Ⅱ),25 are less stable (Ⅲ),and 29 are unstable(Ⅳ).The stability of the single-vein mining goaf of shallow hole retention method is generally better than that of the phase mining goaf,the less stable or unstable goaf is mainly vein zone.The recovery of the pillars greatly accelerates the instability of the goaf.The analysis also shows the mining width and the exposed area are the main factors controlling the stability of the goaf,and for this mining area,the stability limit of the mining width and the exposed area is 16 m and 800 m2 respectively.Based on the highly consistent of the evaluation results with the actual situation of the stability of the goaf,it is considered that the evaluation of the stability of the goaf based on the unascertained measurement theory provides a new way for the stability evaluation of the goaf of the quartz vein type tungsten mine.The two quantitative grading standards of mining width and roof exposed area proposed in this paper can be promoted and used in the analysis and evaluation of the stability of the goaf of the same type of mine.

Cite this article

Guangxiang YE , Zhiqun HUANG , Xiaojun WANG , Shubiao ZHANG , Dong YUAN . Evaluation of Goaf Stability in Vein Quartz Tungsten Mines Based on Unascertained Measure Theory[J]. Gold Science and Technology, 2021 , 29(3) : 433 -439 . DOI: 10.11872/j.issn.1005-2518.2021.03.154

References

null Cheng Aibao,Wang Xinmin,Liu Hongqiang,2011.Application of gray hierarchy analysis in the stability evaluation of underground mined-out areas[J].Metal Mine,40(2):17-21.
null Cheng Li,Liu Huanxin,Zhu Mingde,al et,2020.Current situation and prospect of research on underground goaf in metal mines[J].Gold Science and Technology,28(1):70-81.
null Deng Gao,Yang Shan,2017.Stability evaluation of goafs based on combined forecasting and variable precision rough fuzzy set[J].Gold Science and Technology,25(3):98-107.
null Du Kun,Li Xibing,Liu Kewei,al et,2011.Comprehensive evaluation of underground goaf risk and engineering application[J].Journal of Central South University (Science and Technology),42(9):2802-2811.
null Fu Wubin,Deng Kazhong,Zhang Liya,2011.Stability analysis of coal pillar in goaf by room-column method [J].Safety in Coal Mines,42(1):136-139.
null Gong Fengqiang,Li Xibing,Dong Longjun,al et,2008.Underground goaf risk evaluation based on uncertainty measure theory[J].Chinese Journal of Rock Mechanics and Engineering,27(2):323-330.
null Hao Xubin,Yang Lihui,Wan Sheng,2013.Stability evaluation for mine gob areas based on AHP and fuzzy synthetic judgement theory[J].Gold Science and Technology,21(6):63-67.
null Huang Yinghua,Xu Bigen,Tang Shaohui,2009.Study on the damage pattern sand mechanism of mined-out area in mines using room-and-pillar mining method [J].Mining Research & Development,29(4):24-26.
null Kou Xiangyu,Jia Mingtao,Wang Liguan,al et,2010.Evaluation and analysis of stability of mined-out area based on the CMS and DIMINE-FLAC3D coupling technique[J].Mineral Engineering Research,25(1):31-35.
null Liu Muyu,Xu Changyou,2000.Stability analysis of pillars in mined-out area[J].Mining and Metallurgical Engineering,20(1):19-22.
null Luo Zhouquan,Liu Xiaoming,Wu Yabin,al et,2008.Study on cavity stability numerical simulation based on coupling of Surpac and Phase2[J].Journal of Liaoning Technical University(Natural Science),27(4):485-488.
null Song Weidong,Fu Jianxin,Du Jianhua,al et,2012.Analysis of stability of goaf group in metal mines based on precision detection[J].Rock and Soil Mechanics,33(12):3781-3787.
null Tang Shuo,Luo Zhouquan,Xu Hai,2012.Evaluation of stability of goaf based on fuzzy matter-element theory[J].China Safety Science Journal,22(7):24-30.
null Wang Jilin,Jiang Bo,2005.Fuzzy comprehensive evaluation of stability in a coal mine area[J].Ground Pressure and Strata Control,(2):29-31,34.
null Wang Xinmin,Ding Deqiang,Duan Yu,2006.Applications of the grey relation analysis in the evaluation of the risk degree of the underground mined-out stopes[J].Journal of Safety Science and Technology,(4):35-39.
null Wu Qihong,Wan Shiming,Peng Wenxiang,2012.A comprehensive evaluation method about stability of polylaminate goafs[J].Journal of Central South University (Science and Technology),43(6):2324-2330.
null Xie Xingzhi,2014.Study on stability of roof-coal pillar in room and pillar mining goaf in shallow depth seam [J].Coal Science and Technology,42(7):1-4,9.
null Yang Yang,Feng Naiqi,Yu Zhenyou,al et,2008.Comprehensive stability evaluation for mined-out areas based on AHP and fuzzy mathematics[J].Nonferrous Metals (Mining Section),(5):37-39,42.
null Zhang Jian,Zhang Yuanfang,Yuan Tiezhu,al et,2010.Analysis and appraisal for stabiliy of goaf[J].Journal of Water Resources and Architectural Engineering,8(2):145-146,155.
null Zhang Lin,Sun Guoquan,Li Tongpeng,al et,2013.Research of detection and comprehensive treatment of underground mine goaf and its application[J].Metal Mine,42(11):1-4,138.
null 程爱宝,王新民,刘洪强,2011.灰色层次分析法在地下采空区稳定性评价中的应用[J].金属矿山,40(2):17-21.
null 程力,刘焕新,朱明德,等,2020.金属矿山地下采空区问题研究现状与展望[J].黄金科学技术,28(1):70-81.
null 邓高,杨珊,2017.基于组合预测与变精度粗糙模糊集的采空区稳定性评价[J].黄金科学技术,25(3):98-107.
null 杜坤,李夕兵,刘科伟,等,2011.采空区危险性评价的综合方法及工程应用[J].中南大学学报(自然科学版),42(9):2802-2811.
null 付武斌,邓喀中,张立亚,2011.房柱式采空区煤柱稳定性分析[J].煤矿安全,42(1):136-139.
null 宫凤强,李夕兵,董陇军,等,2008.基于未确知测度理论的采空区危险性评价研究[J].岩石力学与工程学报,27(2):323-330.
null 郝旭彬,杨立辉,万胜,2013.基于AHP及模糊综合评判法的采空区稳定性评价[J].黄金科学技术,21(6):63-67.
null 黄英华,徐必根,唐绍辉,2009.房柱法开采矿山采空区失稳模式及机理[J].矿业研究与开发,29(4):24-26.
null 寇向宇,贾明涛,王李管,等,2010.基于CMS及DIMINE-FLAC3D耦合技术的采空区稳定性分析与评价[J].矿业工程研究,25(1):31-35.
null 刘沐宇,徐长佑,2000.地下采空区矿柱稳定性分析[J].矿冶工程,20(1):19-22.
null 罗周全,刘晓明,吴亚斌,等,2008.基于Surpac和Phase2耦合的采空区稳定性模拟分析[J].辽宁工程技术大学学报(自然科学版),27(4):485-488.
null 宋卫东,付建新,杜建华,等,2012.基于精密探测的金属矿山采空区群稳定性分析[J].岩土力学,33(12):3781-3787.
null 唐硕,罗周全,徐海,2012.基于模糊物元的采空区稳定性评价研究[J].中国安全科学学报,22(7):24-30.
null 汪吉林,姜波,2005.煤矿采空区稳定性的模糊综合评判[J].矿山压力与顶板管理,(2):29-31,34.
null 王新民,丁德强,段瑜,2006.灰色关联分析在地下采空区危险度评价中的应用[J].中国安全生产科学技术,(4):35-39.
null 吴启红,万世明,彭文祥,2012.一种多层采空区群稳定性的综合评价法[J].中南大学学报(自然科学版),43(6):2324-2330.
null 解兴智,2014.浅埋煤层房柱式采空区顶板—煤柱稳定性研究[J].煤炭科学技术,42(7):1-4,9.
null 杨扬,冯乃琦,余珍友,等,2008.基于层次分析和模糊数学的采空区稳定性综合评价[J].有色金属(矿山部分),(5):37-39,42.
null 张建,张远芳,袁铁柱,等,2010.采空区稳定性分析与评价[J].水利与建筑工程学报,8(2):145-146,155.
null 章林,孙国权,李同鹏,等,2013.地下矿山采空区探测及综合治理研究与应用[J].金属矿山,42(11):1-4,138.
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