用户名: 密码: 验证码:
深部矿柱失稳三维探查及数值分析
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
矿柱是矿山地下工程岩体结构中的重要组成部分。不少矿山产生较大的地压直接与矿柱破坏相关。因此,矿柱的稳定性研究不仅对矿山开采具有理论上的意义,而且对搞好矿山安全管理,维护矿山的正常生产秩序具有重要的现实意义。
     目前,冬瓜山铜矿由于采用“隔一采一”方式回采,形成了一侧临空矿柱,其失稳破坏问题日益突出。本文针对冬瓜山铜矿深部矿柱失稳破坏的实际问题,紧密结合科研课题“冬瓜山铜矿采空区三维精密探测技术研究”,在系统查阅和分析国内外深井开采矿柱稳定性相关文献资料的基础上,综合运用采空区三维探测技术、三维建模技术和数值模拟技术开展了以下研究:
     (1)采用空区三维激光探测技术CMS系统对矿柱失稳破坏形成的垮塌区进行动态监测,以实测数据为依据,运用Surpac矿业建模软件快速而准确地获取了垮塌区的三维形态,并建立了矿柱垮塌区的三维实体模型。
     (2)依据所构建的垮塌区和矿柱垮塌区的三维实体模型,准确确定了矿柱垮塌区的空间位置和范围,并通过可视化计算,获得了垮塌区和矿柱垮塌区的体积、垮塌区顶板暴露面积和矿柱垮塌量。
     (3)采用有限元软件RFPA对一侧临空矿柱的损伤失稳过程进行模拟,通过声发射特性分析,反演矿柱内裂纹萌生、扩展到贯通的全过程,初步揭示了深部矿柱失稳破坏的机理。
     (4)运用Phase2数值软件,开展了相邻矿房回采过程对基于空区实测的一侧临空矿柱稳定性影响的数值模拟研究,通过应力、位移、屈服单元等参数的分析,获得了矿柱内受力变形的基本规律。
     (5)根据数值模拟分析结果,并结合现场探测结果,对矿柱失稳的原因进行了分析,提出了矿柱失稳的安全管理控制措施。
     研究成果对矿山根据实际情况安排回采方式,有效的预测分析矿柱的安全性,避免灾害发生,保障安全高效开采具有现实的指导意义。
In some mines, the great ground pressure appeared is directly related with the unstable pillars, which are important parts of rock mass structure. Therefore, the study of pillars'stability not only provides theoretical significance for mining, but also has important practical sense in improving safety management and maintenance of normal mine production safety.
     At present, owing to mining of "take one every the other one", one side of the pillars is facing space, and the pillars'instability problem is increasing. Aiming at the problem of pillars in deep well of Dongguashan Copper Mine, closely combining the research project "the application and study of Dongguashan Copper Mine cavity 3D monitoring technology", based on consulting and analyzing relevant literature about deep mining pillars'stability at home and abroad, the research was carried out with the technology of cavity 3D detection,3D modeling and numerical simulation as follows:
     (1)The collapse zone formed by the instable pillar has been being detected by 3D Cavity Monitoring System (CMS). According to the data, the 3D solid models of collapse zone and the pillar's collapse area were obtained rapidly and accurately through mining software Surpac.
     (2)According to the 3D solid models, the location and the scope of the collapse zone were accurately confirmed, the volume and the amount of the collapse area in pillar were calculated and gained.
     (3)RFPA was adopted to simulate the damaging process of the pillar(one side is facing space and the other is solid), through analyzing the acoustic emission characteristics, the process of crack from initiation to extending to run through inside the pillar is inversion, and the destruction mechanism of deep pillar was revealed preliminarily.
     (4)Based on the detected cavity, using Phase2 to study about the pillar's stability influenced by the adjacent stope mining, and the parameters including stress, displacement and yield unit were analyzed, also the deformation law of the pillar was obtained.
     (5)With the numerical simulation results, linking with the detection outcome, the cause of the pillar's failure was analyzed, and safety management and control measures about pillar's failure were proposed.
     The research results have important practical significance in arranging mining mode, effectively predicting and analysis of pillar's safety, avoiding disaster occurring, safely and efficiently exploitation of mine.
引文
[1]于润沧.论当前地下金属资源开发的科学技术前沿[J].中国工程科学,2002,4(9):8~11
    [2]马天阳.影响地下矿山安全生产的主要因素及防范措施[J].矿业工程,2008,6(2):53~56
    [3]段永侯.中国地质灾害[M].北京:中国建筑工业出版社,1993
    [4]何满潮.深部的概念体系及工程评价指标[J].岩石力学与工程学报,2005,24(16):2854~2858
    [5]杨承祥.深井金属矿床高效开采及地压监控技术研究:[博士学位论文].长沙:中南大学,2007
    [6]李冬青,王李管,等著.深井硬岩大规模开采理论与技术:冬瓜山铜矿床开采研究与实践[M].北京:冶金工业出版社,2009
    [7]中南工业大学.岩爆预测理论与技术研究[R].铜陵:铜陵有色金属集团公司,2001
    [8]何满潮,谢和平,彭苏萍,等.深部开采岩体力学研究[J].岩石力学与工程报,2005,24(16):2803~2813
    [9]周思孟.复杂岩体若干岩石力学问题[M].北京:中国水利水电出版社,1998
    [10]王继光.岩体工程地质分析[M].重庆:西南交通大学出版社,1988
    [11]Wilson Blake, D. G. F. Hedley. Rockbursts:Case Studies from North American Hard-Rock Mines[M]. Society for Mining, Metallurgy, and Exploration,2004
    [12]王贻明,杨承祥,余佑林.深井高应力缓倾斜铜矿床回采方案优化[J].矿业研究与开发,2006,(增):20~23
    [13]Gilbertson. R. J. The application of the Cavity Measurement System at Olympic Dam operations[C]. Proc. Underground Operators Conference, Kalgoorlie, Western Australia,1995,11(13):245~252
    [14]A. P. Jarosz, L. Shepherd. Open Stope Cavity Monitoring for the Control of Dilution and Ore Loss[J]. Mining Engineering,1998, (8):63~67
    [15]A. P. Jarosz, L. Shepherd. Application of cavity monitoring system for control of dilution and ore loss in open stopes[C]. Proc.Ⅺ Congress ISM, Krakow, Poland, 2000, (9):155~164
    [16]Revey G. F.. Effects and control of overbreak in underground mining[J]. Mining Engineering,1998, (8):67~69
    [17]Pakalnis R. Poulin, J. Hadjigeorgiou. Quantifying the cost of dilution in underground mines[J]. Mining Engineering,1995, (11):1136~1141
    [18]Sagawa Y, Yamatomi J. Stope design in the Hishikari Gold Mine, Japan, by using numerical analysis [C]. Matthew Handley, Dick Stacey.10 th Congress of the ISRM. Johannesburg:the South African Institute of Mining an Metallurgy,2003, (2):995~1000
    [19]段鸿杰,唐岱茂,曹为民.测氡技术圈定采空区影响边界的应用[J].华北地质矿产杂志,1999,14(1):71~76
    [20]祁生文,孙进忠,万志清.瞬态瑞雷波勘探方法的一点改进[J].辽宁工程技术大学学报,2001,20(4):466~467
    [21]高勇,徐白山,王启军等.地下空区探测方法有效性研究[J].地质找矿论丛,2003,18(2):126~130
    [22]常锁亮,张淑婷,李贵山等.多道瞬态瑞雷波法在探测煤矿采空区中的应用[J].中国煤田地质,2002,14(3):70~72
    [23]程久龙,胡克峰,王玉和等.探地雷达探测地下采空区的研究[J].岩土力学,2004,25(增):79~82
    [24]闫长斌,徐国元.综合物探方法及其在复杂群采空区探测中的应用[J].湖南科技大学学报(自然科学版),2005,20(3):10~14
    [25]闫长斌,徐国元,中国生.复杂地下空区综合探测技术研究及其应用[J].辽宁工程技术大学学报,2005,24(4):481~483
    [26]邓超文.高密度电法的原理及工程应用[J].韶关学院学报(自然科学版),2007,28(6):65~67
    [27]张致付,程志平.地震映像法及其应用[J].桂林工学院学报,2003,23(1):36~40
    [28]祁生文,孙进忠,何华.瑞雷波勘探的研究现状及展望[J].地球物理学进展,2002,17(4):630~635
    [29]童立元,刘松玉,邱饪,等.高速公路下伏采空区问题国内外研究现状及进展[J].岩石力学与工程学报,2004,23(7):1198~1202
    [30]吴成平,胡祥云.采空区的物探勘查方法[J].地质找矿论丛,2007,22(1): 19~23
    [31]卞海洋,杜广印,童立元.高速公路下伏多层富水采空区综合物探勘察技术研究[J].公路,2007,(8):159~162
    [32]刘敦文,徐国元,黄仁东等.金属矿采空区探测新技术[J].中国矿业,2000,9(4):34~37
    [33]John D. Lupton. Cavity monitoring system and stope analysis[C]. Proceedings, Mass Min Chile, Santiago, Chile.2004, (8):56~62
    [34]刘希灵.基于激光三维探测的空区稳定性分析及安全预警的研究:[博士论文].长沙:中南大学,2008
    [35]杨彪.深井金属矿床高效开采及地压监控技术研究:[硕士学位论文].长沙:中南大学,2007
    [36]罗周全,杨彪,刘晓明,等.采用CMS辅助矿柱回采爆破设计研究[J].金属矿山,2007,(3):15~17
    [37]李江腾.硬岩矿柱失稳及时间相依性研究:[博士学位论文].长沙:中南大学,2005
    [38]刘学增,翟德元.矿柱可靠度设计[J].岩石力学与工程学报,2000,18(6):85~88
    [39]何俊峰.凤城市大岭铁矿地下空场稳定性分析与评价:[硕士学位论文].阜新:辽宁工程技术大学,2006
    [40]刘沐宇.矿柱应力分布函数的拟合检验[J].武汉工业大学学报,1999,21(3):65~68
    [41]刘沐宇,徐长佑.地下采空区矿柱稳定性分析[J].矿冶工程,2003,20(1):19~22
    [42]刘沐宇,夏元友,徐长佑.矿柱结构的应力测量及稳定性分析[J].金属矿山,1999(4):5~7
    [43]刘沐宇,徐长佑.地下采空区矿柱稳定性分析[J].矿冶工程,2000,20(1):20~22
    [44]李俊平,冯长根.矿柱参数计算研究[J].北京理工大学学报,2002,22(5):661~664
    [45]杨伟忠,王勋业.控制矿柱破坏程度的爆破技术措施研究[J].金属矿山,1994,21(3):15~19
    [46]杨伟忠.爆破动载影响矿柱稳定性的研究[J].工业安全与防尘,1998,(12):21~24
    [47]傅鹤林.用模糊数学方法综合评价采场稳定性[J].有色矿山,1994,(1):53~57
    [48]赵奎,万林海,饶运章等.基于声波测试的矿柱稳定性模糊推理系统及其应用[J].岩石力学与工程学报,2004,23(11):1804~1809
    [49]吴爱祥,胡华,黄仁东.缓倾斜薄矿体连续开采的采场稳定性数值模拟[J].中南工业大学学报,1999,30(5):457~459
    [50]唐春安,乔河.矿柱破坏过程及其声发射规律的数值模拟[J].煤炭学报,1999,24(3):266~269
    [51]赵奎,蔡美峰.某金矿残留矿柱回采的稳定性研究[J].有色金属,2003,55(2):83~85
    [52]杨彪,罗周全,刘晓明,等.凡口铅锌矿矿柱回采稳定性数值模拟研究[J].矿业研究与开发,2007,27(5):26~28
    [53]饶运章,柴炜,黄奔文.ANSYS数值计算在紫金山金铜矿矿柱稳定性分析中的应用[J].黄金,2008,29(7):22~25
    [54]王兴明,付玉华,张耀平.矿房与矿柱稳定性的断层影响数值模拟研究[J].金属矿山,2006,(12):13~16
    [55]黄金寿,杨祖荫,马光.边界元法在金河磷矿矿柱稳定性分析中的应用[J].岩石力学与工程学报,1986,1(5):51~60
    [56]南世卿,赵兴东.断层影响下境界矿柱稳定性数值分析[J].金属矿山,2005,(3):28~30
    [57]李元辉,南世卿,唐春安,等.露天转地下境界矿柱稳定性研究[J].岩石力学与工程学报,2005,24(2):278~283.
    [58]James E. Russell. Strength ofmine pjllars[C].26th US Symposium on Rock Mechanics,1985
    [59]Krauland N., Soder P.E.. Determing pillar strength from pillar failure observation [J]. Engrg. Min. J,1987,188(8):34~40
    [60]B.J.Madden. "Squat" pillar design[J]. Coal Intemional,1988, (1):6~9
    [61]N.P.Kripakov, M.C.Sun, D.A.Donato. ADNIA applied toward simulation of progressive failure in underground mine strnctutes[J]. Computer and Structures, 1995,56(3):329~344
    [62]Gabriel Eserhuizen. Jointing Effects on Pillar Strength[C].19th Conference on ground control in mining. Morgantown, USA,2000:286~290
    [63]Malan D. F., Spottiswoode S. M.. Time-dependent fracture zone behavior and seismicity surrounding deep level stopping operations[A]. In:Rockburst and Seismicity in Mines[C]. Rotterdam:A. A. Balkema,1997:173~177
    [64]张保.深井开采矿柱稳定性分析与可视化验证:[硕士学位论文].长沙:中南大学,2009
    [65]Jarosz A. L. shepherd. Cavity Monitoring System(CMS) Survey FATOI and Calibration National Mine Surveying Conference, Darwin, Australia, July 2002
    [66]过江,罗周全,邓建.三维动态空区监测系统CMS在矿山的应用[J].地下空间与工程学报,2005,1(6):994~996
    [67]罗周全,李畅,杨彪.金属矿采空区信息获取及管理研究[J].有色金属(矿山部分),2008(1):1~7
    [68]罗周全,刘晓明,杨彪,等.采空区精密探测技术应用研究[J].见:金属矿采矿科学技术前沿论坛论文集.矿业研究与开发,2006,11(增):87~90
    [69]陈爱兵,秦德先,张学书.基于MICROMINE矿床三维立体模型的应用[J].地质与勘探,2004,40(5):77~80
    [70]慎乃齐,张杰坤,连建发,等.京郊门城镇地面塌陷危险性研究[J].现代地质,2000,14(4):64~69
    [71]朱良峰,吴信才,刘修国.基于钻孔数据的三维地层模型的构建[J].地理与地理信息科学,2004,20(3):26~30
    [72]J. M. Mazars, G. Pijaudier-Cabot. Continuum damage theory—application to concrete[J]. Journal of Engineering Mechanics(ASCE),1987,115(2):345~365
    [73]康勇.深埋隧道围岩破坏机理相关问题研究:[博士学位论文].重庆:重庆大学,2006
    [74]徐东强,单晓云,张艳博.用岩石声发射与岩石损伤分析岩爆发生机制[J].有色金属(矿山部分),2000,(3):28~30
    [75]Tang CA. Numerical simulation on progressive failure leading to collapse and associated seismicity[J]. International Journal of Rock Mechanics and Mining Science,1997,34(2):249~261
    [76]唐春安,傅宇方,赵文.震源孕育模式的数值模拟研究[J].地震学报,1997, 19(4):337~346
    [77]田运生,张舒畅,李战军.岩巷爆破围岩损伤演化分析及损伤判据的建立[J].黄金,2005,26(8):22~24
    [78]朱万成,唐春安.岩板中混合裂纹扩展过程的数值模拟[J].岩土工程学报,2000,22(2):231~234
    [79]唐春安,朱万成.混凝土损伤与断裂-数值试验[M].北京:科学出版社,2003
    [80]朱万成.混凝土断裂过程的细观数值模型及其应用:[博士学位论文].沈阳:东北大学,2000
    [81]Weibull W. A statistical distribution function of wide applicability[J]. Appl. Mech.1951,18:293~297
    [82]Kaiser P.K., Tang CA. Numerical simulation of danmage accumulation and seismic energy release during brittle rock failure-part 2:rib pillar collapse[J]. International Journal of Rock Mechanics and Mining Science,1998, 35(2):123~134
    [83]秦四清.岩石声发射技术概论[M].成都:西南交通大学出版社,1993
    [84]唐春安.岩石破裂的灾变过程[M].北京:冶金工业出版社,2003
    [85]Hoek, Brown E T. Practical Estimates of Rock Mass Strength[J]. International Journal of Rock Mechanics of Mining Science,1997,34(8):1165~1186
    [86]蔡美峰,何满朝,刘东燕.岩石力学与工程[M].北京:科学出版社,2002
    [87]罗一忠.大面积采空区失稳的重大危险源辨识:[博士学位论文].长沙:中南大学,2005
    [88]王启明,鲍爱华.我国非煤矿山安全生产现状及技术发展[J].采矿技术.2005,5(2):11~13

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700