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煤系高岭土安全开采理论分析及试验研究
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摘要
淮北朔里煤矿富含优质煤系高岭土,采用走向短臂后退式开采,直接跨落法管理顶板。顶板极易冒落,沿空留巷变形大,爆破开采时易崩倒工作面支架,不能满足安全、高效生产的要求。通过相似模拟试验、数值模拟、理论分析和现场观测及分析,研究出了系统的适宜于该矿工作面顶板支护技术、爆破预裂法控制沿空留巷变形技术和高岭土爆破开采技术,探讨了工作面顶板跨落、矿压显现以及沿空留巷顶板围岩破坏规律和减少高岭土爆破震动方法。
     利用相似材料模型试验得到高岭土开采顶板垮落规律、上覆岩层移动规律、应力分布规律,得到初次来压步距、周期来压步距、工作面超前压力影响范围等参数,为安全高效开采高岭土提供了指导。实测结果表明:相似模拟结果具有较强可信性,能满足生产服务要求;据此改金属摩擦支架为单体液压支架,提高了支架初撑力、稳定性,合理选择了支护密度以及控顶距等参数,确保了顶板稳定,实现了安全开采。
     针对高岭土开采沿空留巷变形大等特点,提出了沿空留巷顶板预裂爆破技术。数值模拟与实测结果证明,对沿空留巷的顶板实施预裂爆破,工作面前方,沿空留巷的顶底板和两帮变形与无预裂面时相比几乎没有变化;而工作面后方,有预裂面时,顶底板变形明显减小。通过现场观测和分析发现,实施预裂爆破,直接顶板沿预裂面冒落,与无预裂面相比,冒落高度增加、周期来压强度减小并且来压步距也减小。顶板预裂爆破技术能明显减少工作面后方沿空留巷顶板变形。
     沿空留巷钢围网矸石充填体具有及时提供支护阻力、可适应大变形的能力,并且钢围网可以重复利用,因此钢围网矸石充填可以作为一种巷旁支护形式。
     针对煤系高岭土爆破震动大且工作面碎石抛掷作用强等问题,通过理论分析,提出了多段毫秒延时爆破技术,优化了起爆方式和顺序,增大了一次爆破规模,降低了爆破作业对顶板和支护设施的损伤,提高了作业安全性。
     通过本文以上研究,初步建立起高岭土开采顶板支护、预裂爆破法控制沿空留巷变形和高岭土开采控制爆破的理论和技术。提高了高岭土开采的安全性。
Huaibei Suli Coal is rich with high quality coal series kaolin. Using trend and short arm dip retreat. Directly span-falling method Control strata. Roof easy caving. Big deform for gob-side entry retaining. Blasting excavation does not meet safety and high efficiency production requirement for easy damaging forest. By similarity simulation experiment and numerical simulation and theoretical analysis and field observation and analysis, obtains comfortable forest roof support technology and blasting control pre-splitting blasting gob-side entry retaining deformation and blasting mining series Kaolin. And probe into Study on forest roof damage and strata pressure and failure law of strata surrounding rock of gob-side entry retaining and decrease blasting vibration to coal series kaolin. The conclusions of the study are as follows.
     Using simulation experiment with analogy material obtains the roof failure law of coal series Kaolin and moving and stress distribution law of overlying strata. By using numerical simulation, obtains the parameters of first roof pressure and periodic roof pressure and forest leading-pressure and so on. It instructed that safety and high efficiency mine coal series Kaolin. The results showed that analysis result possess credibility by Simulation material model and numerical simulation. And satisfy the effect of produce and service. Change Metal Friction supporter to single-body hydraulic supporter in order that improve the parameters of supporting frame setting load and stability and comfortable select support style and control roof and so on. Make sure roof stability and safety mining.
     This text puts forward a kind of pre-splitting technique of gob-side entry retaining upper plate, in response to the kaolin clay's feature of large deformation when exploiting the gob-side entry retaining. According to the numerical simulation and actual measurement we can see: on the anterior of the working face, the deformation of upper plate and the roadway's sides are almost unconverted in contrast to without splitting face; on the resection of the working face, the deformation of roof and floor has been reduced obviously while taking the pre-splitting blasting on the roof of the gob-side entry retaining. According to on-site observation and theoretical analysis we can get: the caving altitude will increase, the previous roof altitude, the periodic roof pressure and the pace moment of roof pressure will decrease in contrast to without splitting face when taking the pre-splitting blasting. The roof pre-splitting technique has the obvious effect of decreasing the roof deformation of the resection of working face. The steel seine full of dirt pack of periodic roof pressure can provide supporting resistance promptly, and has the capability of adopting large deformation, and the steel seine can use again and again. So the steel seine full of dirt pack can be used as a kind of supporting form of the roadway's sides.
     Aiming at great strength of blasting vibration and high rock discharging effect in workplace in mining coal series kaolin .By theoretical analyzing, the blasting mode and sequence were optimized, and blasting efficiency and ore quality of coal series kaolin were markedly raised. Moreover, one blasting scale was augmented, the damnification to roof and supporting was decreased, and the mining safety was enhanced.
     According to the paper study on: Initial create mining roof support for coal series Kaolin and the mechanics and theory of blasting control pre-splitting blasting gob-side entry retaining deformation and blasting mining series kaolin. Improve mining safety for Kaolin by using this technology.
引文
[1]陶克,刘进荣,崔秀兰等.我国高岭土发展现状及我区煤系高岭土开发应用[J].内蒙古大学学报(自然科学版).1998,29(3):366-372
    [2]张锡秋.高岭土新资源的开发[J].江苏陶瓷,1997,30(1):25-27
    [3]玄承钢,潘业才,张晓龙.禹州煤系高岭土开发利用研究[J].矿产保护与利用.1997,(2):16-19
    [4]罗在明,韦灵敦.广西优质高岭土的开发与展望[J].广西地质,2002,15(1):11-14
    [5]张寿稳.安徽庐枞地区高岭土资源极其开发利用[J].地质与勘探,2000,36(5):49-51
    [6]Kost,L.A;Novikova,H.N;Sin'kova,L.A.Production of Alumina Concentrates from Kaolinite-containing Cole Wastes[J].Solid Fuel Chemistry.1979,13(3):75-81.
    [7]Burger Kurt.Kaolin-Kohlentonseine im floezfuehrenden Oberkarbon des Niedereheinisch-Westfaelischen Steinkohlenreviers(Kaolin coal ton-steins from the Upper Carboniferous of the Lower Rhine-Westphalian coal district)[J].Geologische Rundschau.1980,69(2):488-531.
    [8]Burger Kurt;Bandelow Friedrich K;Bieg Gerd.Pyroclastic Kaolin cola ton-steins of the Upper Carboniferous of Zonguldak and Amasra Turkey[J].International journal of coal geology.2004,45(1):39-53.
    [9]Fan,C.W.;Markuszewski,R.;Wheelock,T.D.Behavior of Quartz,Kaolinite,and Pyrite During Alkaline Leaching of Coal.ACS Symposium Series 301.Publ by ACS,Washington,DC,USA 1986.page:462-472.
    [10]Albul,S.P.,;Kotovskiy,Ye.Yu.Rezul'taty issledovaniy poverkhnostey skol'zheniya kaolintovykh glin,slagayushchikh sklony ugol'nogo kar'yera.Izvestiya Vysshikh Zavedeniy.Geologiya I Razvedka.Vol:1997,no.7;p.110-114.
    [11]Burger Kurt.Bedeutung der Kaolin-Kohlentonsteine fuer die geologisch-bergbauliche Forschung und Praxis im niederrheinisch-westfaelischen Steinkohlenrevier.Glueckauf-Forschungshefte.1997.Vol.38 no.4;p.154-161.
    [12]黄焱球,程守田,付雪洪.东胜煤系高岭土矿床地质特征及开发利用前景[J].煤田地质与勘探,1997,25(6):10-13
    [13]李建华.苏州高岭土矿壁式分层崩落法试采初析[J].非金属矿,2001,24(1):32-34
    [14]李建华,郑邦宜.中国高岭土公司观山矿扩建工程设计[J].非金属矿,1999,22(6):35-37
    [15]浦勇.茂名上垌高岭土矿水采设计[J].非金属矿,1997,20(6):58-61
    [16]张世态,施立方.组合支架开采煤系高岭土矿可行性研究[J].煤炭技术,2007,11
    [17]王泰,武雁玲,何田仕.大同塔山煤矿煤系高岭土资料评价与分析[J].国土资源科技管理,2002,19(4):21-23
    [18]刘生优,孟德君.煤系地层高岭土开采技术探讨[J].西部探矿工程,2002,(2):70
    [19]孟德君,刘生优.淮北朔里矿煤系高岭土开采技术[J].中国煤炭,2000,(10):25
    [20]汪跃.芦岭井田硬质高岭土开采可行性分析[J].矿业安全与环保,2002,29(增刊):55-56
    [21]孙恒虎.沿空留巷的理论与实践[D].1993年8月第一版
    [22]华心祝.我国沿空留巷支护技术发展现状及改进建议[J].煤炭安全技术,2006(12)
    [23]Kost,L.A;Novikova,H.N;Sin'kova,L.A.Production of Alumina Concentrates from Kaolinite-containing Cole Wastes[J].Solid Fuel Chemistry.1979,13(3):75-81.
    [24]李永刚等.控制巷道岩爆的爆破卸压法[J].采矿技术,2006(12)
    [25]谢飞鸿.爆破卸压法改进高应力软岩巷道支护条件[J].兰州铁道学院学报,2001(04)
    [26]赵世晨等.巷帮松裂爆破卸压法维护巷道[J].煤炭科学技术,1996(02)
    [27]De E Souza.A dynamic support system for yielding ground.CIM Bulletin 1999,92(1032):5055
    [28]Franclss FO,Weak Rock Tunneling[M].Rotterdam A.A.Balkema Press,1997
    [29]Gale WJ,Blackwood R L.Stress distribution and rock failure around coal mine roadways[J].Int JRock Mech Min Sci&Geomech Abstr,1987,24(3)
    [30]Wang Qingkang.The Characteristics of the ground pressure marifestation and the movement of the top coal mass in the gently inclinde working face with top coal drawing,proceeding of international symposium,SIMT,1988.
    [31]李俊平等.切槽放顶法在沿空留巷地压控制中的应用[J].科学导报,2007(20)
    [32]杨永良等.控制巷道变形的卸压爆破法[J].中南大学学报,2004(04)
    [33]宗琦,孟德君.煤系高岭土岩石巷道掘进爆破技术优化[J].岩土力学,2004(6):984-987
    [34]宗琦,孟德君,傅菊根.煤系高岭土开采中爆破技术的研究与应用[J].煤炭科学技术,2006,(11):7-10
    [35]夏红兵等.煤系高岭土规模化开采爆破新技术试验研究[J].煤炭科学技术,2007(4):77-79
    [36]夏红兵等.煤系高岭土开采中的控制爆破应用技术研究[J].工程爆破,2007(1):35-38
    [37]孟德君等.毫秒爆破技术在高岭矿岩开采中的应用[J].煤矿爆破,2003(1):35-37
    [1]徐挺.相似理论与模型实验[M].北京:中国农业机械出版社,1982.
    [2]唐辉明.工程地质数值模拟的理论与方法[M].2001年10月第1版
    [3]杨光玉,朱衍利.复杂应力条件下矿压显现规律研究及围岩控制设计[J].山东煤炭科技.2001,(增刊):10-12.
    [4]袁文忠.相似理论与静力学模型实验[M].1998年05月第1版
    [5]陶纪南等.土岩爆破相似率与爆破参数优化[M].1998年09月第1版
    [6]顾大钊.相似材料与相似模型[M].1995年05月第1版
    [7]姚卫星.不同加载方式下疲劳极限之间的关系[J].机械强度,1996,(02)
    [8]涂敏,张东升.厚松散层下煤层开采顶板垮落规律研究[J].矿山压力与顶板管理,2004,(04)
    [9]张义顺,邵俊涛.松软岩层矿压规律及地下过程支护[J].煤矿设计,2000,(9):9-11.
    [10]涂敏,谢广祥.水采采场上覆盖岩层运动规律的三维相似模型试验研究[J].淮南工业学院学报,1998,18(3):24-28.
    [11]彭苏萍,孟召平,李玉林.断层对顶板稳定性影响的模拟试验研究[J].煤田地质与勘探.2001,29(3):1-4.
    [12]马亢等.雪峰山公路隧道开挖过程中围岩应力形变场的特征分析[J].公路,2007,(03)
    [13]杨科,谢广祥.窄煤柱综放巷道围岩应力场特征[J].采矿与安全工程学报,2007,(03)
    [14]Murff J D.Limit analysis of mufti-footing foundation systems(A].In:Siriwardane H J,Zaman M M.Proceedings of the 8th International Conference on Computer Methods,and Advances in Geomechanics[C].Rotterdam:Balkema,1994,233-244.
    [1]荣国林,黄万保.矿压监测在顶板安全管理中的应用[J].山西焦煤科技,2003,(1):28-30.
    [2]孟祥军,张申,刘长友.工作面矿压监测与专家系统[J].矿山压力与顶板管理,2002,(3):64-67
    [3]张桂花.计算机在矿压监测和支架管理中的应用[J].煤矿安全,2002,33(10):45-46
    [4]朱建明,黄植旺.采场巷道矿压围岩变形规律的监测和分析[J].西部探矿工程,2002,(5)
    [5]黄庆享,钱鸣高,石平五.浅埋煤层采场老顶周期来压的结构分析[J].煤炭学报,1999,(06)
    [6]高召宁,孟祥瑞.深井高应力软岩巷道围岩变形破坏及支护对策[J].中国煤炭,2007,(01)
    [7]倪彬,徐国元.软岩隧道围岩变形分析及处理[J].山西建筑,2007,(01)
    [8]Singh.Rajendra.Singh,T.N.Investigation into the Behaviour of a Support System and Roof Strata During Sublevel Caving of a Thick Coal Seam.Geotechnical and Geological Engineering,1999,17(1),21-35
    [9]Donovan,James G.Karfakis,Mario G.Design of backfilled thin-seam coal pillars using earth pressure theory.Geotechnical and Geological Engineering,2004,22(4),627-642
    [10]牛志文等.利用顶底板移近量预测预报工作面煤与瓦斯突出[J].1994,(01)
    [11]Singh,Kalendra B.Dhar,Bharat B.Sinkhole subsidence due tomining.Geotechnical and Geological Engineering,1997,1b(4),327-341
    [12]Shadrin,M.A.Shadrin,A.G Geo-hydromechanical Process control in the Undermined Rock Mass in Bauxite Deposits.Journal of Mining Science,2002,38(1)3d-39
    [13]Chien(Q Jan)Minggao.A study of the behavior of overlying strata in longwal mining and it's application to strata control.Strata Mechanics,Elsevier Scientist Publishing Company,1982,13-17
    [14]王启堂,周德华.采面单体支柱工作阻力的分析[J].1998,(04)
    [15]孙广义,李波.回采工作面支护可靠性分析[J].黑龙江科技学院学报,2006(02)
    [16]孙广义,马云东.回采工作面支护设计可靠性研究[J].辽宁工程技术大学学报,2002(04)
    [17]Com.Mirenkov,V E.Determination of Relation between the Stress and Displacement ponents on the Boundary of rock Mass.Journal of mining Science,2004,40(1),37-44
    [18]Voznesenskii,A.S.Zakharchenko,G.V Substantiation of Roof and Pillar Stability Monitoring in Mines with the Help of Information Criterion.Journal of mining Science,2001,37(2),140-148
    [19]樊百胜.综采液压支架初撑力分析[J].徐州工程学院学报,2007,(08)
    [20]吕慧芳.液压支架合理初撑力确定的分析研究[J].煤炭学报,2005,(04)
    [21]张东升等.上行开采单体面控顶方式的模拟分析[J].矿山压力与顶板管理,2005,(04)
    [22]郭计云等.浅谈单体支柱采面的控顶距[J].矿山压力与顶板管理,1999,(01)
    [23]徐忠和等.缩小综采工作面收尾控顶距初探[J].山西焦煤科技,1995,(04)
    [24]柴久茂.高档工作面合理支护密度计算分析[J].矿山压力与顶板管理,2004,(03)
    [25]郭爱生.高档工作面合理支护密度计算分析[J].煤矿开采,2001,(04)
    [26]齐德山.浅谈高档工作面合理的支护密度[J].化工之友,2007,(07)
    [27]彭节,徐志远.小煤矿采煤工作面合理支护密度的计算[J].中国科技信息,2006,(03)
    [28]柴久茂.高档工作面合理支护密度计算分析[J].矿山压力与顶板管理,2004,(03)
    [1]潘井澜,梁伟东.预裂爆破技术的发展[J].金属矿山,1996(09),12-14
    [2]张志呈.爆破基础理论与设计施工技术[M].重庆:重庆大学出版社,1994
    [3]张新民,舒大强.预裂爆破震动规律的试验研究[J].爆破,2001,(03):18-20
    [4]张志呈.定向断裂控制爆破[M].重庆:重庆出版社,2000.
    [5]李彬峰等.预裂爆破成缝机理与参数设计[[J].西部探矿工程,2000(3):78-79
    [6]Fcumey W.L.Fragmentation studies with small flaws.Rock Fracture Mechanics.Fed,by Rossmanith HP.CISM,Udine(1983):321-324
    [7]Badal R.Controlled Blasting in Jointed Rocks.Int.J.Rock.Mech.Min.Sci&Geomech.Abstr.1994,31(1):79-84
    [8]Soejima.Analysis of the influence of crack in coke on the fracture.Tetsu-To-Hagane/Journal of the Iron and Steel Institute of Japan v 87 n 5 May2001.P245-251
    [9]沈杰等.预裂松动爆破技术在特厚煤层综放工作面的应用研究[J].矿业安全与环保,2007,5(10),27-29
    [10]辛新平.炮采放顶煤工作面顶煤预裂爆破试验[J].煤炭科学技术,2003,31(12):31-33
    [11]段海峰等.露天矿临近边帮控制爆破岩石成缝机理的讨论[J].金属矿山,2002,(12):17-20
    [12]何强,马跃华,高文远.边坡预裂爆破机理的探讨[J].矿业快报,2001,(20):11-13
    [13]祝树枝等.近代爆破理论与实践[M].武汉:中国地质大学出版社,1993
    [14]丁德馨.预裂爆破力学模型探讨[J].衡阳工学院学报,1994(2):1-6
    [15]李彬峰等.光面爆破和预裂爆破参数研究[J].爆破,1998(2):14-18
    [16]J亨利奇.爆炸动力学及其应用[M].北京:科学出版社,1987
    [17]王胜.预裂爆破参数计算原理[[J].江西有色金属,1995(3):1-5
    [18]卢文波等.预裂爆破中炮孔压力变化历程的理论分析[[J].爆炸与冲击,1994(2):140-147
    [19]徐颖,宗琦.地下工程爆破理论及应用[M].中国矿业大学出版社,2001
    [20]刘新喜,杨洪林,刘贵应.损伤性岩体预裂爆破参数的优化设计[J].地质与勘探,2002,(06):86-87
    [21]杨小林,刘红岩,王金星.露天边坡预裂爆破参数计算[J].焦作工学院学报(自然科学版),2002,(02):118-122
    [22]李彬峰,祁晨冰.预裂爆破成缝机理与参数设计[J].西部探矿工程,2000,(03):78-79
    [23]阳天海,龙源,顾文彬,夏卫国.光面、预裂爆破参数选择与质量措施研究[J].爆破,2000,(01):10-13
    [24]徐颖,方江华.光面爆破合理炮孔密集系数的研究[J].工程爆破,1998,4(1):25-29
    [25]徐颖,沈兆武.爆炸载荷作用下刻槽炮孔动态裂纹扩展规律[J].中国科学技术大学学报,2003(2)
    [26]李建峰.大孔径预裂爆破及其应用[J].中国钼业,2000,(03):23-26
    [27]武海军等.不同耦合装药下岩石的应力波传播特性[J].矿业研究与开发,2002,(01):44-49
    [28]杜俊林,周胜兵,宗琦.不耦合装药时孔壁压力的理论分析和求算[J].西安科技大学学报,2007,27(3):347-350
    [29]宗琦,李永池.炮孔水耦合装药爆破孔壁冲击压力初探[J].水动力学研究与进展,2004A19(5):610-615
    [30]BrownA G,Davids T,JordaanO J et al Luck explosives test work at duvha opencast[C].Proceeding of the thirteenth conference of explosives and blastina technique sponsored by society of explosives engineers annual meeting Florida M Jam i.1978:6-20
    [31]Harries,G.,A Mathematical Model of Cratering and Blasting,National Symposium on Rock Fragmentation,Adelaide,41-45,1973
    [32]Thorne,B.J.,A Damage Model for Rock Fragmentation and Comparison of Calculations with Blasting Experiments in Granite,SAND,90-1389,1990.
    [33]张志呈.定向断裂控制爆破[M].重庆:重庆出版社,2000
    [34]陈士海.深孔水压爆破装药结构与应用研究[J].煤炭学报,2000,25(增刊):112-116
    [35]Mahmadi,K.;Aquelet,N.;Souli,M.High Explosive Impact Analysis using LS-DYNA.American Society of Mechanical Engineers,Pressure Vessels and Piping Division(Publication)PVP,v460,2003,p243-251
    [36]Dong,Yongxiang;Duan,Zhuping;Ye,Lin.Propagation of Explosion Wave in Hard-Soft-Hard Layered Media.Proceedings of the 2003 International Autumn Seminar on Propellants,Explosives and Pyrotechnics(2003 IASPEP)-Theory and Practice of Energetic Materials,v 5,2003,p 1033-1038
    [37]Fcumey W L.Fragmentation studies with small flaws.Rock Fracture Mechanics.Fed,by Rossmanith HP.CISM,Udine(1983):321-324.
    [38]Badal R.Controlled Blasting in Jointed Rocks.Int.J.Rock.Mech.Min.Sci&Geomech.Abstr.1994,31(1):79-84
    [39]张继勋,刘秋生.地下工程围岩稳定性分析方法现状与不足[J].水利科技与经济,2005(2):1-4
    [40]查文华,谢广祥.锚网支护综放全煤巷道矿压显现规律数值模拟研究[J].矿山压力与顶板管理,2002,(4):3-6
    [41]Zhao Shao-fei,Luan Mao-tian,Lu Ai-zhong.Numerical Analysis of Bearing,Capacity of Foundation under Combined Loading[A].In:Gourvenec S,Cassidy M.Proceedings of the First International Symposium on Frontiers in Offshore Geotechnics(Unversity of Western Australia,Perth,I9-21 September 2005)[C].Rotterdam:Taylor & Francis/Balkema,2005,499-505
    [42]刘波,韩彦辉(美国).FLAC原理、实力与应用指南[M].人民交通出版社,2005
    [43]Itasca Consulting Group,Inc.FLAC User's Guide[Z].FLAC Version 5.00nine Contents.2005
    [44]Touboul E.,Ben Naceur K.,and Thiercelin M.,Variational methods in the simulation of three dimensional fracture propagation,In:Proc.27th U.S.Symposium on Rock Mechanics,Tuscaloosa,AL,1986:659一668
    [45]Martha L.F.,Topological and Geometrical Modeling Approach to Numerical Discrietization and Arbitrary Fracture Simulation in Three Dimensions,PhD.Thesis,Cornell University,Ithaca,N.Y,1991
    [46]Sousa,J.L.Three-Dimensional Simulation of Near-Wellbore Phenomena Related to Hydraulic Fracturing from a Perforated Wellbore,PhD.Thesis,Cornell University,Ithaca,N.Y,1992
    [47]Vandamme L.,A Three Dimensional Displacement Discontinuity Model for the Analysis of Hydraulically Propagated Fractures,PhD.Thesis,University of Toronto,Toronto,Ontario,Canada,1986
    [48]龚纪文,崔建军等.FLAC数值模拟软件及其在地学中的应用[J].大地构造与成矿学,2002(9)
    [49]伍佑伦等.数值方法中岩体力学参数的选择[J].武钢技术,2002,(04)
    [50]Thorne,B.J.,Application of a Damage Model for Rock Fragmentation to the straight Creek Mine Blast Experiments,SAND,91-1867,1991.
    [51]钱鸣高.矿山压力与岩层控制[M].中国矿业大学出版社,2003
    [52]H.Marcak,W.M.zuberek.Geofizyka gornicza[M].Katowice:SWT Press,1994
    [53]杨新安,陆士良.中国煤矿的锚杆支护[J].中国煤炭,1995,21(3):5-8
    [54]康红普.我国煤巷锚杆支护技术新进展[J].岩石力学与工程学报,2002,21(增刊):1986-1990
    [55]张益东,张少华,侯朝炯等.地应力对锚杆支护的沿空巷道的影响[[J].中国矿业大学学报,1999,28(4):373-374
    [56]P.O.Grady,P.Fuller,P.Dight.Cable Bolting in Australian Coal Mines Current Practice and Design Considerations[J].Minging Engineer,1994(396)
    [57]J.Stankus,Peng S S.Floor bolting for control of mine floor heave[J].Mining Engineering,1994(9):1099-1103
    [58]W.J.Gale,R.L.Blackwood.Stress Distribution and Rock Failure Around CoalMine Roadways[J].Int.J.Rock Mech.Min.Sci.&Geomech.Abstr.Vol.24,No.3,pp.165-17
    [59]K.Hurt.New Developments in Rock Bolting[J].Colliery Guardian,1994.7
    [60]P.Willians.The Development of Rock Bolting in UK Coal Mines[J].Mining Engineering,1994.5
    [61]N.J.Halison.Design of the Roof Bolting System[J].Colliery Guardian,1987(9)
    [62]N.Conley,S.D.Priest.Tests Make the Case for "Plastic" Roof Bolts[J].Colliery Guardian.1992.3
    [63]Song Guo,J.Stankus,Control mechanism of a tensioned bolt system in the laminated roof with a large horizontal stress[J].16th Int.Conf.on Ground Control in Mining,Morgantown,West Virginia,1997
    [64]Matthews S M,et al..Horizontal stress control in underground coal mines[J].11~(th)international Conference on Ground Control in Mining,The University of Wollongong,N,S.W.,July 1992
    [65]Euring A.J.warble,etc.Rock mechanics design for rock bolting in British coal mines.16th word mining congress.35-39
    [66]候朝炯等.煤巷锚杆支护[M].中国矿业大学出版社,1999
    [67]高德生.沿空留巷技术展望[J].河北煤炭,1995(3):1-6
    [68]孙恒虎,赵炳利.沿空留巷的理论与实践[M].北京:煤炭工业出版社,1993
    [69]王悦汉等.巷道支架壁后充填技术[M].北京:煤炭工业出版社,1995
    [70]漆泰岳.沿空留巷整体浇注护巷带主要参数及其适应性[[J].中国矿业大学学报,1999,28(2):122-125
    [71]Kang Lijun.Study on Top Coal Stress in Caving Mining.Proceeding of the International Mining Tech'95 Symposium,Beijing China.
    [72]Qian M C,He F L.The behavior of the main roof in longwall in mining:Weighting span,fracture and disturbance.J of Mine,Metals&Fuels,1989,240-246
    [1]夏红兵等.煤系高岭土规模化开采爆破新技术试验研究[J].煤炭科学技术,2007(4),77-80
    [2]宗琦,孟德君,傅菊根.煤系高岭土开采中爆破技术的研究与应用[J].煤炭科学技术,2006,(11):7-11
    [3]宗琦.水垫层装药爆炸作用的探讨[J].爆破,1996,13(3):53-55
    [4]卢文波等.爆生气体驱动的裂纹扩展速度研究[J].爆炸与冲击,1994(3):264-268
    [5]张志呈.岩石爆破裂纹的起裂、扩展、分岔与止裂[J].爆破,1999(4):21-24.
    [6]Perrson P A,Lundborg N,Johansson C H.The Basic Mechanisms in Rock Blasting.In:Proc 2th Congr Int Soc Rock Mech,Beograd,1970,19-33..
    [7]李彬峰,祁晨冰.预裂爆破成缝机理与参数设计[J].西部探矿工程,2000,(03)
    [8]徐颖,宗琦.地下工程爆破理论及应用[M].中国矿业大学出版社,2001
    [9]王文龙.钻眼爆破北京[M].煤炭工业出版社,1984,12
    [10]宗琦.岩石内爆炸应力波破裂区半径的计算[J].爆破,1994(2):4-12
    [11]蔡恒学.试论裂隙对爆破效果的影响[J].爆破器材,1990(4):4-12

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