隐患资源开采与采空区治理协同研究
|
摘要
由于矿山的一次开采,在次生应力和动力扰动的共同作用下,采空区隐患资源呈现出矿岩破碎、坚固性和稳定性差、应力集中、地下导水突水通道多等特点,用传统采矿方法开采,存在着开采难度大、安全性差,生产效率低,地质灾害隐患多,损失贫化率高等现象。本文从矿山大系统角度出发,以采矿环境再造和连续开采理论为指导,引入协同论,创新提出了隐患资源开采与采空区治理协同的矿业发展新模式。依托“十一五”国家科技支撑计划课题,采用理论研究、综合分析、实证研究等多种方法相结合的研究路线,对隐患资源开采与采空区治理协同的理论和技术基础及其工程应用开展了深入研究。
(1)架构了隐患资源开采与采空区治理协同理论体系。从概念辨识上系统阐述了隐患资源开采与采空区治理协同的思想来源、基本概念、意义和本质内涵；确立了采空区协同利用的基本原则；构建了隐患资源开采与采空区治理协同技术体系；从采矿工艺和科学技术角度,探讨了采空区协同利用基本模式,并对其进行了系统分类；分析了采空区协同利用与传统空区治理方法之间的辨证关系。
(2)建立了采空区围岩系统协同作用非线性力学模型。在分析采空区围岩系统突发失稳的工程特点及其适用的非线性力学模型的基础上,建立了岩体地下开挖工程围岩系统的协同承载作用突变模型；研究了采空区顶板与人工隔墙的协同作用力学模型、挠曲线方程及系统失稳的突变模型；探讨了采空区协同利用模式的几何参数与力学参数的对围岩系统稳定性的调控作用,为采矿环境结构再造提供了基本力学依据。
(3)研究了采空区协同治理过程与围岩系统力学响应规律。采用简化的正交分析法设计了数值试验方案,研究了采空区稳定性尺寸效应；探讨了采空区空间几何属性与协同利用治理模式的匹配关系,分析与比较了采空区不同协同利用治理模式下围岩系统的力学响应规律,并提出了对应的工程技术建议。
(4)研究了复杂空区群结构致灾效应及诱导断链减灾技术。运用岩石破裂过程分析软件RFPA2D,对三类典型空区群结构的灾变路径与链源进行了仿真模拟,探究了采空区群结构致灾效应；建立了采空区灾害链式效应数学模型,研究了采空区群结构灾变链演化规律,提出了采空区灾害链式阶段划分模式和孕源断链减灾的诱导崩落协同治理技术方案。
(5)完成了碎裂矿段开采与空区治理协同的实证分析与研究。在分析碎裂矿段的工程地质和开采技术条件的基础上,确定了隐患资源开采与采空区治理协同设计的指导思想和基本原则,创造了协同空区治理的采矿新方法,开发了单空区与多空区条件下碎裂矿段开采与空区治理协同新技术；基于采矿环境结构稳定性分析,研究了间隔采空场低标号充填体的合理充填高度及盈余空间的协同利用问题。
Due to the affecting by the previous mining, under the interaction of secondary stress and dynamic disturbance, the hidden trouble resources affected by the goafs show some characteristics such as rock mass fragmentation, poor stability, poor obdurability, stress centralization and lots of underground watercourse and so on. Using conventional mining method mining the hidden resources, some bad phenomena appear, liking high risk, low production efficiency, most disasters and poor safety and so on. From the big system of mine, guided by mining environment reconstruction and continuous mining theory, synergism of hidden danger resources mining and goafs treatment was put forward as a new mining development mode by introducing the synergism theory. Relying on the Eleventh Five-year National Key Project of Scientific and Technical Supporting Programs Funded by Ministry of Science & Technology of China, the theoretical and technical basises and its engineering application for synergism of hidden danger resources mining and goafs treatment were studied by adopt the research line combined with various methods such as theoretical study, comprehensive analysis, empirical study and so on.
(1) The theoretical system of synergism of hidden danger resources mining and goafs treatment was constructed. From recognizing the basic concept, this paper made a systematic exposition of the ideological origin, the basic concept, the significance and essential connotation of the synergism; the basic principles of goafs synergistic utilization were established; the technology system of the synergism of hidden danger resources mining and goafs treatment was constructed; from the mining technology and science, the basic modes of goafs synergistic utilization and the systematic classification were studied; the dialectical relation between goafs synergistic utilization and traditional goafs treatment methods was analyzed.
(2) The synergistic effect nonlinear mechanical model of surrounding rock system of goafs was built. Based on the analysis of the engineering characters of sudden instability of surrounding rock system and the applicable nonlinear mechanical model, the mechanics model of collaborative bearing load of rock underground excavation engineering was built; The synergistic effect mechanics model of the roof of goaf and artificial partition and its deflection curve equation and catastrophe model were studied; the regulatory effect of geometric parameters and mechanics parameters of goafs synergistic utilization on the stability of surrounding rock system was studied. The studies provided the basis of mining environment reconstruction structure.
(3) The process of goafs synergistic treatment and the mechanics response rules of surrounding rock system were studied. The size effect of the stability of goafs surrounding rock was studied by simplified orthogonally analysis method designing the numerical test schemes; the matching relationship between the geometric characters of goaf and synergistic utilization treatment mode was studied; the mechanics response rules of surrounding rock system under the different synergistic utilization treatment mode was analyzed and compared and some corresponding technology suggestions were given.
(4) The structure disaster-causing effect of the complicated goafs group and the induced breaking chain technology were studied. Using the RFPA2D (Rock Failure Process Analysis) code, the catastrophic path and the initial failure part of three typical the goafs group structures were simulated and the structure disaster-causing effect was studied; the chain-style effect mathematics model of goafs disaster was built and the evolution law of the catastrophic chain of goafs group structure was studied; the new chain-styled stages division mode and inducing cave synergistic treatment technology schemes as the chain-cutting disaster mitigation in the headstream.
(5) The empirical analysis of cataclastic ore section mining and goaf treatment was finished. Based on the analysis of engineering geology and mining technology conditions, the guiding ideologies and basic principles of the synergistic design of the cataclastic ore section mining and goaf treatment were determined. A new mining method including the goaf synergistic treatment was created; the new synergistic technology of cataclastic ore section mining and goaf treatment under single goaf or multiple goafs; based on the analysis of the stability of mining environment reconstruction structure, the reasonable height of low-grade backfill in the interval stope and the synergistic utilization problem of the surplus space.
(1)架构了隐患资源开采与采空区治理协同理论体系。从概念辨识上系统阐述了隐患资源开采与采空区治理协同的思想来源、基本概念、意义和本质内涵；确立了采空区协同利用的基本原则；构建了隐患资源开采与采空区治理协同技术体系；从采矿工艺和科学技术角度,探讨了采空区协同利用基本模式,并对其进行了系统分类；分析了采空区协同利用与传统空区治理方法之间的辨证关系。
(2)建立了采空区围岩系统协同作用非线性力学模型。在分析采空区围岩系统突发失稳的工程特点及其适用的非线性力学模型的基础上,建立了岩体地下开挖工程围岩系统的协同承载作用突变模型；研究了采空区顶板与人工隔墙的协同作用力学模型、挠曲线方程及系统失稳的突变模型；探讨了采空区协同利用模式的几何参数与力学参数的对围岩系统稳定性的调控作用,为采矿环境结构再造提供了基本力学依据。
(3)研究了采空区协同治理过程与围岩系统力学响应规律。采用简化的正交分析法设计了数值试验方案,研究了采空区稳定性尺寸效应；探讨了采空区空间几何属性与协同利用治理模式的匹配关系,分析与比较了采空区不同协同利用治理模式下围岩系统的力学响应规律,并提出了对应的工程技术建议。
(4)研究了复杂空区群结构致灾效应及诱导断链减灾技术。运用岩石破裂过程分析软件RFPA2D,对三类典型空区群结构的灾变路径与链源进行了仿真模拟,探究了采空区群结构致灾效应；建立了采空区灾害链式效应数学模型,研究了采空区群结构灾变链演化规律,提出了采空区灾害链式阶段划分模式和孕源断链减灾的诱导崩落协同治理技术方案。
(5)完成了碎裂矿段开采与空区治理协同的实证分析与研究。在分析碎裂矿段的工程地质和开采技术条件的基础上,确定了隐患资源开采与采空区治理协同设计的指导思想和基本原则,创造了协同空区治理的采矿新方法,开发了单空区与多空区条件下碎裂矿段开采与空区治理协同新技术；基于采矿环境结构稳定性分析,研究了间隔采空场低标号充填体的合理充填高度及盈余空间的协同利用问题。
Due to the affecting by the previous mining, under the interaction of secondary stress and dynamic disturbance, the hidden trouble resources affected by the goafs show some characteristics such as rock mass fragmentation, poor stability, poor obdurability, stress centralization and lots of underground watercourse and so on. Using conventional mining method mining the hidden resources, some bad phenomena appear, liking high risk, low production efficiency, most disasters and poor safety and so on. From the big system of mine, guided by mining environment reconstruction and continuous mining theory, synergism of hidden danger resources mining and goafs treatment was put forward as a new mining development mode by introducing the synergism theory. Relying on the Eleventh Five-year National Key Project of Scientific and Technical Supporting Programs Funded by Ministry of Science & Technology of China, the theoretical and technical basises and its engineering application for synergism of hidden danger resources mining and goafs treatment were studied by adopt the research line combined with various methods such as theoretical study, comprehensive analysis, empirical study and so on.
(1) The theoretical system of synergism of hidden danger resources mining and goafs treatment was constructed. From recognizing the basic concept, this paper made a systematic exposition of the ideological origin, the basic concept, the significance and essential connotation of the synergism; the basic principles of goafs synergistic utilization were established; the technology system of the synergism of hidden danger resources mining and goafs treatment was constructed; from the mining technology and science, the basic modes of goafs synergistic utilization and the systematic classification were studied; the dialectical relation between goafs synergistic utilization and traditional goafs treatment methods was analyzed.
(2) The synergistic effect nonlinear mechanical model of surrounding rock system of goafs was built. Based on the analysis of the engineering characters of sudden instability of surrounding rock system and the applicable nonlinear mechanical model, the mechanics model of collaborative bearing load of rock underground excavation engineering was built; The synergistic effect mechanics model of the roof of goaf and artificial partition and its deflection curve equation and catastrophe model were studied; the regulatory effect of geometric parameters and mechanics parameters of goafs synergistic utilization on the stability of surrounding rock system was studied. The studies provided the basis of mining environment reconstruction structure.
(3) The process of goafs synergistic treatment and the mechanics response rules of surrounding rock system were studied. The size effect of the stability of goafs surrounding rock was studied by simplified orthogonally analysis method designing the numerical test schemes; the matching relationship between the geometric characters of goaf and synergistic utilization treatment mode was studied; the mechanics response rules of surrounding rock system under the different synergistic utilization treatment mode was analyzed and compared and some corresponding technology suggestions were given.
(4) The structure disaster-causing effect of the complicated goafs group and the induced breaking chain technology were studied. Using the RFPA2D (Rock Failure Process Analysis) code, the catastrophic path and the initial failure part of three typical the goafs group structures were simulated and the structure disaster-causing effect was studied; the chain-style effect mathematics model of goafs disaster was built and the evolution law of the catastrophic chain of goafs group structure was studied; the new chain-styled stages division mode and inducing cave synergistic treatment technology schemes as the chain-cutting disaster mitigation in the headstream.
(5) The empirical analysis of cataclastic ore section mining and goaf treatment was finished. Based on the analysis of engineering geology and mining technology conditions, the guiding ideologies and basic principles of the synergistic design of the cataclastic ore section mining and goaf treatment were determined. A new mining method including the goaf synergistic treatment was created; the new synergistic technology of cataclastic ore section mining and goaf treatment under single goaf or multiple goafs; based on the analysis of the stability of mining environment reconstruction structure, the reasonable height of low-grade backfill in the interval stope and the synergistic utilization problem of the surplus space.
引文
[1]黄建明.我国有色金属矿业的形势与对策建议世界有色金属,1999,(2)：17-19.
[2].邹国良.我国有色金属危机矿山发展对策[J].金属矿山,2007(12)：22-23.
[3]段瑜.地下采空区灾害危险度的模糊综合评价[D].长沙：中南大学硕士学位论文,2005.
[4]徐必根,黄英华,刘小林.护顶层对石膏矿采空区稳定性影响研究[J].矿业研究与开发,2007,27(5)：20-22.
[5]古德生.地下金属矿采矿科学技术的发展趋势[J].黄金,2004,25(1)：1 8-22.
[6]郭金峰.我国地下矿山采矿方法的进展及发展趋势[J].金属矿山,2000,284(2)：4-7,25.
[7]王运敏.冶金矿山采矿技术的发展趋势及科技发展战略[J].金属矿山,2006,355(1)：19-25,60.
[8]刘同友.国际采矿技术发展的趋势[J].中国矿山工程,2005,34(1)：35-40.
[9]王晓秋,郭冬岩,吕广忠.我国地下金属矿山采矿技术的发展与展望[J].河北理工大学学报(自然科学版),2008,30(1)：7-11.
[19]古德生,邓建,李夕兵.地下金属矿山无间柱连续采矿可靠性分析与设计[J].中国工程科学,2001,3(1)：51-57.
[11]周崇仁.矿柱回采与空区治理[M].北京：冶金工业出版社,1989.
[12]解世俊.金属矿床地下开采(修订版).北京：冶金工业出版社,1986.
[13]杨殿.金属矿床地下开采.中南工业大学出版社,1999.
[14]吴爱祥,古德生,余佑林.我国地下金属矿山连续开采技术的研究[J].金属矿山,1998,(7)：1-3,21.
[15]吴爱祥,胡华,古德生.地下金属矿山连续开采模式初探[J].中国矿业,1999,8(3)：28-31.
[16]余佑林,吴爱祥,段文军,等.地下矿连续开采技术的应用[J].中南工业大学学报,1995,26(6)：720-723.
[17]袁世伦,胡国斌,杨承祥.连续采矿工艺在铜陵有色金属矿山的研究与应用[J].黄金,2004,25(3)：19-22.
[18]古德生,李夕兵.现代金属矿床开采科学技术[M].北京：冶金工业出版社,2006.
[19]古德生.金属矿床深部开采中的科学问题[A].科学前沿与未来(第六集)[C].香山科学会议主编,北京：中国环境科学出版社,2002：192-201.
[20]Durrbeim R.J., Roberts M.K.C., et al. Factors influencing the severity of rock burst damage in South African gold mines[J]. The Journal of South Afircan institute Mining and metallurgy,1998, (2):53-57.
[21]Van Aswegen, G.., Mendecki, A.J. Mine layout geological structures and seismic hazard-some new concepts [A]. Simrac Symposium. The Journal of South Afircan institute Mining and metallurgy, Johannesburg 1998.
[22]Mendecki, A.J. and van Aswegen, G.., Mine layout, geological features and seismic hazard[R]. Simrac Report, GAP203,1999.
[23]李庶林,唐海燕.岩爆倾向性评价的弹性应变能指标法[J].矿业研究与开发,2005,25(5)：16-18.
[24]徐林生,王兰生,李永林.岩爆形成机制与判据研究[J].岩土力学,2002,23(3)：300-303.
[25]陈海军,郦能惠,聂德新,等.岩爆预测的人工神经网络模型[J].岩土工程学报,2002,24(2)：229-232.
[26]唐礼忠,王文星.一种新的岩爆倾向性指标[J].岩石力学与工程学报,2002,21(6)：874-878.
[27]杨健,武雄.岩爆综合预测评价方法[J].岩石力学与工程学报,2005,25(3)：411-416.
[28]王玉宇,李学锋.深部高应力区卸压开采研究[J].矿冶工程,2005,25(4)：4-7.
[29]李向东,周益龙.深井卸荷开采技术研究[J].矿业研究与开发,2006,(增1)：19-22.
[30]赵勇,张花,张兆林.上向分层胶结充填采矿法在侯庄矿区的应用[J].矿业快报,2006,445(6)：38-40.
[31]谷新建,胡磊,陈泽吕.新龙矿业公司极破碎难采矿体采矿方法优化研究[J].矿业研究与开发,2007,27(4)：1-2,89.
[32]黄应盟.广西高峰矿业公司深部矿体采矿方法的改进[J].矿业研究与开发,2002,22(3)：12-14.
[33]周旭,阳雨平,王贻明.上向水平分层充填法的优化研究[J].矿业快报,2008,472(8)：63-66.
[34]李兴尚,吴法春,许家林.上向水平分层充填采矿法的优化研究[J].金属矿山,2006,358(4)：1-3,6.
[35]吴贤振,饶运章,熊正明.铜山铜矿分段凿岩阶段矿房嗣后充填采矿法工艺优化研究[J].南方冶金学院学报,2003,24(4)：1-4.
[36]周科平,高峰,古德生.采矿环境再造与矿业发展新思路[J].中国矿业,2007,16(4)：34-36.
[37]GAO Feng, ZHOU Ke-ping, CHEN Qing-fa. Mining environment regeneration and induced caving technology in mine engineering [J]. Proceedings of the 2nd International Conference on Geotechnical Engineering for Dizaster Mitigation & Rehabilitation,2008:616-621.
[38]周科平,陈庆发,胡建华.地下铝土矿采矿环境再造连续采矿理念[J].广西大学学报,2008,33(2)：168-172.
[39]ZHOU Ke-ping, CHEN Qingfa, LONG Teng-teng, et al. Thoughts on mining environment reconstructing technologies in underground bauxite[C]. Proceedings of Information Technology and Environmental System Sciences,2008:538-544.
[40]周科平,朱和玲,肖雄,等.采矿环境再造连续开采地压演化过程的控制与仿真[J].中南大学学报：自然科学版,2008,39(3)：417-422.
[41]MA Rong, ZHOU Ke-ping, CHEN Qing-fa. Stability Analysis of Surrounding Rock Mass and Numerical Simulation of the Exploitation Process in Underground Stope[J]. Proceedings of Progress in Safety Science and Technology,2008(Ⅶ):2253-2258.
[42]周科平,朱和玲,肖雄,等.开采环境再造人工顶板锚索支护设计[J].中南大学学报(自然科学版),2008.39(6)：1119-1125.
[43]徐江,崔栋梁,陈 琪.金属矿山采空区治理方法综述[J],黑龙江冶金,2007,(4)：35-37.
[44]宫凤强,李夕兵,董陇军,等.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,2008,27(2)：323-330.
[45]李俊平,彭作为,周创兵,等.木架山采空区治理方案研究[J].岩石力学与工程学报,2004,23(22)：3884-3890.
[46]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)：481-484.
[47]刘占魁,刘宝许,来兴平.内蒙古霍各气铜矿采空区稳定性分析与处理[J].北京科技大学学报,2003,25(5)：391-393.
[48]李俊平.缓倾斜空场处理新方法及采场地压控制研究[H].北京：北京理工大学博士学位论文,2003.
[49]李俊平,钱新明,郑兆强.采空场处理的研究进展[J].中国钼业,2002,26(3)：10-15.
[50]杨明春.采空场处理综述[J].矿业快报,2004,(10)：35-37.
[51]Volkow Y V., Kamaev V D. Improvement on Mining Methods in Ural Metallic Mines. Russian Journal of Metal Mine,1997, (5-6):124-130.
[52]千海洪,邓秀艳,徐荣军.高台阶崩落法处理复合采空区的应用实践[J].工程爆破,2007,13(3)：42-44.
[53]周宗红,任凤玉,袁国强.桃冲铁矿采空区治理方法研究[J].中国矿业,2005,14(2)：15-16.
[54]周科平,高峰,胡建华,等.顶板诱导崩落预裂钻孔裂隙发育监测与分析[J].岩石力学与工程学报,2007,26(5)：1034-1040.
[55]张世超,周科平,古德生,等.高分段中深孔崩矿顶板诱导崩落连续采矿法在铜坑矿的应用[J].中国矿业,2007,16(5)：83-86.
[56]胡建华,苏家红,周科平,等.诱导顶板崩落时变力学模型的建立与应用[J].中南大学学报(自然科学版),2007,38(6)：1212-1218
[57]张世超,周科平,胡建华,等.顶板诱导崩落技术及其在大厂铜坑矿92号矿体的应用[J].中南大学学报(自然科学版),2008,39(3)：430-435
[58]GAO Feng, ZHOU Ke-ping, DONG Wei-jun, et al. Similar material simulation of time seriees system for induced caving of roof in continuous mining under backfill [J]. Journal of Central South University of Technology,2008,15(3):356-360.
[59]HU Jian-hua, ZHOU Ke-ping, LI Xi-bing, et al. Numaerical analysis of application for induction caving roof [J], Journal of Central South University of Technology, 2005,12(Suppl.1):146-149.
[60]魏锦平,阎志义.综放采场坚硬顶板控制实践[J].矿山压力与顶板管理,2000,(2)：71-74
[61]索永录,李得玺,李振明,冯兵.综放面坚硬顶煤和顶板初次垮落控制技术[J].西安科技学院学报,2001,21(4)：322-324.
[62]Dickhout M H. The Role and Behavior of Fill in Mining. In:Proc. Jubilee Symp. Mine Filling Isa,1973:1-11
[63]胡华,孙恒虎.矿山充填工艺技术的发展及似膏体充填新技术[J].中国矿业,2001,10(6)：47-50
[64]Cawdle R F. Some Notes on Recent Changes in Ore Extraction Practices in the Zinc Corporation and New Broken Hill Consolidated Mines. In:Proc. Australas. In st. Min. Metall.,1957, (181):45-57.
[65]Yates C., Holly J. Improvements in stoping Practice at the Great Boulder Proprietary Gold Mines Limited. Proc. Australas. In st. Min. Metall.1956, (177):33-48
[66]周爱民.矿山废料胶结充填[M].北京：冶金工业出版社,2007.
[67]Williams C D. Mining Technology at Mount Isa. From Stum Stump-jump Plough to Interscan. Aust. Acad. Sci. Canberra,1977:48-56
[68]Landriault D, Lidkea W. Paste Fill and High Density Slurry Backfill[R]. In:Proc.Int. Congr. Mine Design, Innovative Mine Design for the 21th Century, Kingston,2003: 111-118
[69]Hustrulid W A. A Review of Coal Pillar Strength Formulas [J]. Rock Mechanics, 1976, (2):115-145
[70]Bieniawski Z T. Improved Design of Room-and-pillars Coal Mines for US Conditions[C]. Proceedings of 1st Int. Conf. on Mining Engineering. New York: SME-AIME,1982:19-50
[71]吴立新,王金庄,刘延安.建构筑物下压煤条带开采理论与实践[M].徐州：中国矿业大学出版社,1994.
[72]陈庆发,张世雄,任高峰,等.邢隆石膏矿巷道变形监测研究[J].化工矿物与加工,2005,34(6)：9-12.
[73]袁志安.大空区下连续开采方案研究[J].有色矿冶,2006,22(3)：13-16.
[74]任凤玉,李楠.团城铁矿多空区矿体开采技术研究[J].金属矿山,2008,381(3)：32-34,109.
[75]毕忠伟,丁德馨,张新华.地下采空区合理利用综述[J].地下空间与工程学报,2005,1(7)：1080-1083.
[76]李俊平,冯长根,曾庆轩.采空场应用综述[J].金属矿山,2002,316(10)：4-6.
[77]H.H.梅尔尼科夫.地下采空区开发的效益和问题[J].国外金属矿山,1999,2：24-28.
[78]E.奥塞拉.从矿山开采到地下空间利用[J].国外金属矿山,1994,7：27-30.
[79]王剑,董峻岭,史飞君,等.井下尾矿库的建设与应用[J].金属矿山,2001(2)：29-30.
[80]任兴发.空区治理与坑下尾砂库的探讨和实践[J].铜陵有色金属,2000(6)：33-38.
[81]陈奕柏,李勇.帷幕注浆可靠性分析[J].岩石力学与工程学报,1998,17(增1)：956-960.
[82]王波,陈喜山,陈宝智.利用井下采空区通风的实践[J].黄金,2008,(1)：30-32.
[83]李念平.利用废弃采空区治理矿井污水[J].煤炭加工与综合利用,1996,(5)：43-44.
[84]黎盛星,李华先,吴庆华,等.利用采空区疏导地下水的试验研究[J].河北煤炭,1993,(3)：181-184.
[85]范振忠,朱志学,张庆民.利用老空区调控矿井水技术[J].山东煤炭科技,2002,(5)：17-19
[86]潘树华,刘长武,曾德建,张鸿斌.废弃矿坑德军事应用[C].第十届全国岩石力学与工程学术大会论文集,2008：64-68
[87]桂祥友,马云东.矿山开采的环境负效应与综合治理措施[J].工业安全与环保,2004,3(6)：26-28.
[88]蔡美峰.岩石力学在金属矿山采矿工程中的应用[J].金属矿山,2006,(1)：28-33.
[89]Zhu ZM, Mohanty B, Xie HP. Numerical investigation of blasting-induced crack initiation and propagation in rocks [J]. International Journal of Rock Mechanics and Mining Sciences,2007,44 (3):412-424
[90]KENDRICK R. Induction caving of the Urad Mine [J]. Mining Congr J.1970,56(10): 39-44.
[91]19. Singh J G, Upadhyay P C. Induced bed caving over coal seams [J]. Colliery Gurdian,1986,234(9):433-434
[92]Pal Roy P, Sawmliana C, Bhagat NK, et al.Induced caving by blasting:Innovative experiments in blasting gallery panels of underground coal mines of India [J]. Transactions of the Institution of Mining and Metallurgy, Section A:Mining Technology,2003,112(1):A57-A63.
[93]Brady BT, Haramy KY. High amplitude stress wave generation and damage induced by roof caving in mines[C]. Rock Mechanics Models and Measurements Challenges from Industry. A.A. Balkema:1994:1033.
[94]Lavrov A. Fracture-induced physical phenomena and memory effects in rocks [J]. Strain.2005,41(4):135-149
[95]Unrug KF, Tussey J, Moore R. Pillar extraction with application of mobile roof support eastern Kentucky [M]. Preprint-Society of Mining Engineers of AIME,1991
[96]Hakami, H. Preconditioning Rock Mass by Blasting—A Measure to Alleviate Failure[C]. Proceedings of the International Symposium on Assessment and Prevention of Failure Phenomena in Rock Engineering,1993:635-638
[97]A.Z. Toper, K.K. Kabongo, R.D. Stewart, et al. The mechanism, optimization and effects of preconditioning [J]. The Journal of the South African Institute of Mining and Metallurgy,2000:7-16.
[98]H. Haken. Synergetics:from pattern formation to pattern analysis and pattern recognition [J]. International Journal of Bifurcation and Chaos,1994,4(5):1069-1083.
[99]A. Daffershofer, H. Haken. Synergetic computers for pattern recognition-a new approach to recognition of deformed patterns [J]. Pattern Recognition,1994,27(12): 1697-1705.
[100]吴永红,苏怀智,高培伟.混凝土大坝裂缝光纤监测关键性基本问题的协同研究[J].水力发电学报,2007,26(4)：120-123.
[101]沈明荣,陈建峰.岩体力学[M].上海：同济大学出版社,2006.
[102]John D, Lup ton. Cavity monitoring system and stope analysis [C]. Proceedings of MassMin Chile 2004,2004, (8):56-62.
[103]Jarosz A, Shepherd L. App lication of cavity monitoring system for the control of dilution and ore loss in open stopes [C]. Proceedings of 11th International Congress of ISM,2000:155-164.
[104]Optech Systems Corporation. cavity monitoring system (CMS) Wireless User Manual[M]. Ontario:Toronto press,2004.
[105]过江,罗周全,邓建,等.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.
[106]过江,古德生,罗周全.金属矿山采空区3D激光探测新技术[J].矿冶工程,2006,26(5)：16-19.
[107]刘晓明,罗周全,孙利娟,等.空区激光探测系统在我国的研究与应用[J].西安科技大学学报,2008,28(2)：215-218.
[108]何满潮,谢和平,彭苏萍,姜耀东.深部开采岩体力学研究[J].岩石力学与工程学报,2005,24(16)：2803-2813.
[109]谢和平.深部高应力下的资源开采——现状、基础科学问题与展望[A].科学前沿与未来(第六集)[C].香山科学会议主编,北京：中国环境科学出版社,2002,179-191.
[110]Tannant D.D, Kaiser P.K.& McCreath D.R. Rockburst support research in Canada [J]. ISRM News,1996,3(3):15-18.
[111]Fernando Vieira,Debby Selfe,Tufan Dede, et al. Deep Mine Design Criteria[R]. SIMRAC Report, GAP223, Pretoria:Department of Minerals and Energy.1998.
[112]D. Labrie, M. Plouffe, A. Harvey,et al. Destress blast testing at sigma mine: Experimentation and results[A]. the 19th Session on Blasting Techniques. Mining and Mineral Sciences Laboratories, Ottawa.1997.
[113]Serata S, et al. Optimization of the Stress Control Method to Improve Productivity and Safety in Underground Coal Mining [A]. In:Proc.5th Conf.on Grou.contr. in Min[c].1986, (6):156-166.
[114]陈喜恩,赵忠明,工唐龙.卸压技术在深井大断面巷道中的应用[J].西部探矿工程,2004,(9)：122-123.
[115]李学锋,李向东,周爱民凡口铅锌矿深部矿体开采顺序研究[J].金属矿山,2004,(12)：12-14,18.
[116]王御宇,李学锋,李向东.深部高应力区卸压开采研究[J].矿冶工程,2005,25(4)：4-7.
[117]蒋金泉,孙春江,尹增德,张殿振.深井高应力难采煤层上行卸压开采的研究与实践[J].煤炭学报.2004,29(1)：1-6.
[118]蔡美峰.金属矿山采矿设计优化与地压控制理论与实践[M].北京：科学出版社,2001.
[119]秦四清,张倬元,王士天,黄润秋,等.非线性工程地质学导引[M].成都：西南交大出版社,1993.
[120]仪重祥.非线性科学及其在地学中的应用[M].北京：气象出版社,1995.
[121]马建华,管华.系统科学及其在地理学中的应用[M].北京：科学出版社,2003.
[122]林振山.非线性科学及其在地学中的应用[M].北京：气象出版社,2003.
[123]Thom R. Structural stability and morphs genesis [M]. Reading Mass,1997.
[124]Zeeman. E.C. Catastrophe theory [J]. Scientific American,1976.
[125]程不时.突变理论及其应用[J].科学通报,1978,23：513-522.
[126]凌复华译.灾变理论入门[M].上海：上海科学技术文献出版社,1983.
[127]Henley C. Catastrophetheory model in geology [J]. Math Geo,1976
[128]施泽进,罗蛰潭,彭大钧.非线性地质勘探研究导论[M].成都：四川科学技术出版社,1995.
[129]黄润秋,许强.工程地质广卫系统科学分析原理及应用[M].北京地质出版社,1997
[130]刘军,秦四清,张倬元.缓倾角层状岩体失稳的尖点突变模型研究[J].岩土工程学报,2001,23(1)：42-44.
[131]徐之伦.弹性力学简明教程[M].北京：高等教育出版社,1992.
[132]闫长斌,徐国元.深部巷道失稳的突变理论分析[J].矿山压力与顶板管理,2005,(3)：9-11.
[133]潘岳,王志强,张勇.突变理论在岩体系统动力失稳的应用[M].北京：科学出版社,2008.
[134]秦四清,王思敬.煤柱-顶板协同协同作用的脆性失稳与非线性演化机制[J].工程地质学报,2005,13(4)：437-446.
[135]Karcinovic D. Statistial aspects of the continuous damage theory [J]. Int.J.Soils Structure,1999,18(7):551-962
[136]谢文兵,陈晓祥,郑百生.采矿工程问题数值模拟研究与分析[M].徐州：中国矿业大学出版社,2005.
[137]Itasa Consulting Group, Ins. UDEC Versionl.8,1992
[138]MIDAS Information Technology Co.Ltd. MIDAS User Guide,2006
[139]中南大学.云锡卡房新山矿段采矿设计论证报告[R].长沙：中南大学,2009.
[140]常忠义,张鸿恩.不留矿柱下大面积胶结充填体的地压控制效果[J].岩石力学与工程学报,1996,15(2)：128-134.
[141]肖盛燮,等.灾变链式理论及应用[M].北京：科学出版社,2006.
[142]唐春安,黄明利,张国利,等.岩石介质中多裂纹扩展相互作用及其贯通机制的数值模拟[J].地震,2001,21(2)：53-58
[143]唐春安,张永彬.岩体间隔破裂机制及演化规律初探[J].岩石力学与工程学报,2008,27(7)：1362-1369
[144]黄明利,冯夏庭,王水林.多裂纹在不同岩石介质中的扩展贯通机制分析[J].岩土力学,2002,23(2)：142-146
[145]黄明利,唐春安,朱万成.非均质岩桥对裂纹扩展贯通机制影响的数值分析[J].辽宁工程技术大学学报,2000,19(1)：468-471
[146]梁正召,杨天鸿,唐春安,等.非均匀性岩石破坏过程的三维损伤软化模型与数值模拟[J].岩土工程学报,2005,27(12)：1147-1152.
[147]唐春安,王述红,傅宇方.岩石破裂过程数值试验[M].北京：科学出版社,2003.
[148]Tang C A. Numerical simulations on progressive failure leading to collapse and associated seismicity [J]. International Journal of Rock Mechanics and Mining Science,1997,34 (2):249～261.
[149]唐春安.岩石破裂过程中的灾变[M].北京：煤炭工业出版社,1993.
[150]Itasca Consulting Group Inc., Particle Flow Code[R]. Sudbury:Itasca Consulting Group Inc.,2002.
[151]朱焕春.PFC及其在矿山崩落开采研究中的应用[J].岩石力学与工程学报,2006,25(9)：1927-1931.
[152]Pierce ME, Cundall P A. PFC3D modeling of caved rock under draw, numerical modelingin micromechanics via particle methods.Proceedings of the 1st International PFC Symposium. Gelsenkirchen.2002:211.
[153]周健,池永,池毓蔚,等.颗粒流方法及PFC2D程序[J].岩土力学,2000,21(3)：271-274.
[154]徐泳,孙其诚,张凌,等.颗粒离散元法研究进展[J].力学进展,2003,33(2)：251-260.
[155]王涛,盛谦,熊将.基于颗粒流方法自然崩落法数值模拟研究[J].岩石力学与工程学报,2007,26(Supp.2):4202-4207.
[156]Tang, C. A. Numerical simulation of rock failure and associated seismicity [J]. International Journal of Rock Mechanics and Mining Science,1997,34 (2):249-262.
[157]唐春安.岩石破裂过程声发射的数值模拟研究[J].岩石力学与工程学报,1997,16(4)：368-374.
[158]唐春安,赵文.岩石破裂全过程分析软件系统RFPA2D[J].岩石力学与工程学报,1997,16(5)：213.
[159]Tang, C.A., Wang, W T., Fu, Y.F, et al. A new approach to numerical method of modeling geological processes and rock engineering problems-continuum to discontinuum and linearity to nonlincarity [J]. Engineering Geology,1998,49 (3-4): 207-214.
[160]唐春安.脆性材料破坏过程分析的数值试验方法[J].力学与实践,1999,21(25)：21-24.
[161]朱万成,唐春安,齐安文.混凝土三点弯曲试件破坏过程的数值模拟[J].力学与实践,1999,21(5)：55-56.
[162]Tang, C.A., Liu, H., Lee, PK. K, et al. Numerical studies of the influence of microstructure on rock failure in uniaxial compression-Part 1:effect of heterogeneity [J]. International Journal ofRock Mechanics and Mining Science,2000,37 (4):555-569.
[163]Tang, C.A., Tham, L.G., Lee P.K., et al. Numerical studies of the influence of microstructure on rock failure in uniaxial compression-Part II:constraint, slenderness and size effect [J]. International.lournal of Rock Mechanics and Mining Science, 2000,37 (4):571-583.
[164]Tang, C.A., Li, L.C.&Li, C.W. et al. RFPA strength reduction method for stability analysis of geotechnical engineering [J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(8):1522-1530.
[165]史培军.论灾害研究的理论与实践[J].南京大学学报,1991,(11)：37-42.
[166]史培军.再论灾害研究的理论与实践[J].自然灾害学报,1996,5(4)：6-17.
[167]史培军.三论灾害研究的理论与实践[J].自然灾害学报,2002,11(3)：1-9.
[168]郭增建,秦保燕.灾害物理学简论[J].灾害学,1987,2：25-33.
[169]郭增建,秦保燕,郭安宁.地气耦合与天灾预测[M].北京：地震出版社,1996.
[170]门可佩,高建国.重大灾害链及其防御[J].地球物理学进展,2008,23(1)：270-275.
[171]陈龙珠,梁发云,宋春雨,等.防灾工程学导论[M].北京：中国建筑工业出版社,2006
[172]刘文方,肖盛燮,隋严春,等.自然灾害链及其断链减灾模式分析[J].岩石力学与工程学报,2006,25(增1)：2675-2681
[173]门可佩,高建国.重大灾害链及其防御[J].地球物理学进展,2008,23(1)：270-275.
[174]王泳嘉,邢纪波.离散单元法及其在岩土工程中的应用[M].沈阳：东北工学院出版社,1991.
[175]Cundall P. A., Han R. D., Numerical modelling of discontinua [J]. Comprehensrve Rock Engineering,1993,2:231-243.
[176]SUNG O C, SO-KEUL C. Stability analysis of jointed rock slopes using the Barton-Bandis constitutive model in UDEC [J]. International Journal Rock Mechanics and Mining Sciences,2004,41(Suppl.1):581-586.
[177]RAJINDER B, KAARE H. Parametric study on a large cavern in jointed rock using a distinct element model (UDEC-BB) [J]. International Journal Rock Mechanics and Mining Sciences,1998,35(1):17-29.
[178]麻凤海,范学理,王泳嘉.岩层移动动态过程的离散单元分析[J].煤炭学报,1996,21(4)：388-392.
[179]谭云亮,姜福兴,范炜林,等.锚杆对节理围岩稳定性影响的离散元研究[J].工程地质学报,1999,17(4)：361-365.
[180]麻凤海,杨帆.地层沉陷的数值模拟应用研究[J].辽宁工程技术大学学报(自然科学版),2001,20(3)：257-261.
[181]郑榕明,陈文胜,葛修润,等.金山店铁矿开采引起地表变形规律的离散元模拟研究[J].岩石力学与工程学报,2002,21(8)：1130-1135.
[182]王贵君.节理裂隙岩体中不同埋深无支护暗挖隧洞稳定性的离散元法数值分析[J].岩石力学与工程学报,2004,23(7)：1154-1157.
[183]王卫华,李夕兵.离散元法及其在岩土工程中的应用综述[J].岩土工程技术,2005,19(4)：177-181.
[184]马付超,陈庆发.缓倾薄层矿体巷式采场变形破坏规律离散元分析[J].化工矿物与加工,2009,38(7)：26-29.
[185]张世雄.固体矿物资源开发工程[M].武汉：武汉理工大学出版社,2005.
[186]张富民.采矿设计手册：第2卷[M].北京：中国建筑工业出版社,1987.
[187]徐小荷,廖国华,马光,等.采矿手册：第2卷[M].北京：冶金工业出版社,1990.
[188]中南大学,广西高峰矿业有限责任公司.高峰矿碎裂矿段安全高效开采综合技术研究[R].长沙：中南大学,2008.
[189]Elton Avenue, Theory and Modeling Guide (Volume Ⅰ, Ⅱ, Ⅲ):ADINA [R]. Watertown:MA02472 USA,2002.
[2].邹国良.我国有色金属危机矿山发展对策[J].金属矿山,2007(12)：22-23.
[3]段瑜.地下采空区灾害危险度的模糊综合评价[D].长沙：中南大学硕士学位论文,2005.
[4]徐必根,黄英华,刘小林.护顶层对石膏矿采空区稳定性影响研究[J].矿业研究与开发,2007,27(5)：20-22.
[5]古德生.地下金属矿采矿科学技术的发展趋势[J].黄金,2004,25(1)：1 8-22.
[6]郭金峰.我国地下矿山采矿方法的进展及发展趋势[J].金属矿山,2000,284(2)：4-7,25.
[7]王运敏.冶金矿山采矿技术的发展趋势及科技发展战略[J].金属矿山,2006,355(1)：19-25,60.
[8]刘同友.国际采矿技术发展的趋势[J].中国矿山工程,2005,34(1)：35-40.
[9]王晓秋,郭冬岩,吕广忠.我国地下金属矿山采矿技术的发展与展望[J].河北理工大学学报(自然科学版),2008,30(1)：7-11.
[19]古德生,邓建,李夕兵.地下金属矿山无间柱连续采矿可靠性分析与设计[J].中国工程科学,2001,3(1)：51-57.
[11]周崇仁.矿柱回采与空区治理[M].北京：冶金工业出版社,1989.
[12]解世俊.金属矿床地下开采(修订版).北京：冶金工业出版社,1986.
[13]杨殿.金属矿床地下开采.中南工业大学出版社,1999.
[14]吴爱祥,古德生,余佑林.我国地下金属矿山连续开采技术的研究[J].金属矿山,1998,(7)：1-3,21.
[15]吴爱祥,胡华,古德生.地下金属矿山连续开采模式初探[J].中国矿业,1999,8(3)：28-31.
[16]余佑林,吴爱祥,段文军,等.地下矿连续开采技术的应用[J].中南工业大学学报,1995,26(6)：720-723.
[17]袁世伦,胡国斌,杨承祥.连续采矿工艺在铜陵有色金属矿山的研究与应用[J].黄金,2004,25(3)：19-22.
[18]古德生,李夕兵.现代金属矿床开采科学技术[M].北京：冶金工业出版社,2006.
[19]古德生.金属矿床深部开采中的科学问题[A].科学前沿与未来(第六集)[C].香山科学会议主编,北京：中国环境科学出版社,2002：192-201.
[20]Durrbeim R.J., Roberts M.K.C., et al. Factors influencing the severity of rock burst damage in South African gold mines[J]. The Journal of South Afircan institute Mining and metallurgy,1998, (2):53-57.
[21]Van Aswegen, G.., Mendecki, A.J. Mine layout geological structures and seismic hazard-some new concepts [A]. Simrac Symposium. The Journal of South Afircan institute Mining and metallurgy, Johannesburg 1998.
[22]Mendecki, A.J. and van Aswegen, G.., Mine layout, geological features and seismic hazard[R]. Simrac Report, GAP203,1999.
[23]李庶林,唐海燕.岩爆倾向性评价的弹性应变能指标法[J].矿业研究与开发,2005,25(5)：16-18.
[24]徐林生,王兰生,李永林.岩爆形成机制与判据研究[J].岩土力学,2002,23(3)：300-303.
[25]陈海军,郦能惠,聂德新,等.岩爆预测的人工神经网络模型[J].岩土工程学报,2002,24(2)：229-232.
[26]唐礼忠,王文星.一种新的岩爆倾向性指标[J].岩石力学与工程学报,2002,21(6)：874-878.
[27]杨健,武雄.岩爆综合预测评价方法[J].岩石力学与工程学报,2005,25(3)：411-416.
[28]王玉宇,李学锋.深部高应力区卸压开采研究[J].矿冶工程,2005,25(4)：4-7.
[29]李向东,周益龙.深井卸荷开采技术研究[J].矿业研究与开发,2006,(增1)：19-22.
[30]赵勇,张花,张兆林.上向分层胶结充填采矿法在侯庄矿区的应用[J].矿业快报,2006,445(6)：38-40.
[31]谷新建,胡磊,陈泽吕.新龙矿业公司极破碎难采矿体采矿方法优化研究[J].矿业研究与开发,2007,27(4)：1-2,89.
[32]黄应盟.广西高峰矿业公司深部矿体采矿方法的改进[J].矿业研究与开发,2002,22(3)：12-14.
[33]周旭,阳雨平,王贻明.上向水平分层充填法的优化研究[J].矿业快报,2008,472(8)：63-66.
[34]李兴尚,吴法春,许家林.上向水平分层充填采矿法的优化研究[J].金属矿山,2006,358(4)：1-3,6.
[35]吴贤振,饶运章,熊正明.铜山铜矿分段凿岩阶段矿房嗣后充填采矿法工艺优化研究[J].南方冶金学院学报,2003,24(4)：1-4.
[36]周科平,高峰,古德生.采矿环境再造与矿业发展新思路[J].中国矿业,2007,16(4)：34-36.
[37]GAO Feng, ZHOU Ke-ping, CHEN Qing-fa. Mining environment regeneration and induced caving technology in mine engineering [J]. Proceedings of the 2nd International Conference on Geotechnical Engineering for Dizaster Mitigation & Rehabilitation,2008:616-621.
[38]周科平,陈庆发,胡建华.地下铝土矿采矿环境再造连续采矿理念[J].广西大学学报,2008,33(2)：168-172.
[39]ZHOU Ke-ping, CHEN Qingfa, LONG Teng-teng, et al. Thoughts on mining environment reconstructing technologies in underground bauxite[C]. Proceedings of Information Technology and Environmental System Sciences,2008:538-544.
[40]周科平,朱和玲,肖雄,等.采矿环境再造连续开采地压演化过程的控制与仿真[J].中南大学学报：自然科学版,2008,39(3)：417-422.
[41]MA Rong, ZHOU Ke-ping, CHEN Qing-fa. Stability Analysis of Surrounding Rock Mass and Numerical Simulation of the Exploitation Process in Underground Stope[J]. Proceedings of Progress in Safety Science and Technology,2008(Ⅶ):2253-2258.
[42]周科平,朱和玲,肖雄,等.开采环境再造人工顶板锚索支护设计[J].中南大学学报(自然科学版),2008.39(6)：1119-1125.
[43]徐江,崔栋梁,陈 琪.金属矿山采空区治理方法综述[J],黑龙江冶金,2007,(4)：35-37.
[44]宫凤强,李夕兵,董陇军,等.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,2008,27(2)：323-330.
[45]李俊平,彭作为,周创兵,等.木架山采空区治理方案研究[J].岩石力学与工程学报,2004,23(22)：3884-3890.
[46]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)：481-484.
[47]刘占魁,刘宝许,来兴平.内蒙古霍各气铜矿采空区稳定性分析与处理[J].北京科技大学学报,2003,25(5)：391-393.
[48]李俊平.缓倾斜空场处理新方法及采场地压控制研究[H].北京：北京理工大学博士学位论文,2003.
[49]李俊平,钱新明,郑兆强.采空场处理的研究进展[J].中国钼业,2002,26(3)：10-15.
[50]杨明春.采空场处理综述[J].矿业快报,2004,(10)：35-37.
[51]Volkow Y V., Kamaev V D. Improvement on Mining Methods in Ural Metallic Mines. Russian Journal of Metal Mine,1997, (5-6):124-130.
[52]千海洪,邓秀艳,徐荣军.高台阶崩落法处理复合采空区的应用实践[J].工程爆破,2007,13(3)：42-44.
[53]周宗红,任凤玉,袁国强.桃冲铁矿采空区治理方法研究[J].中国矿业,2005,14(2)：15-16.
[54]周科平,高峰,胡建华,等.顶板诱导崩落预裂钻孔裂隙发育监测与分析[J].岩石力学与工程学报,2007,26(5)：1034-1040.
[55]张世超,周科平,古德生,等.高分段中深孔崩矿顶板诱导崩落连续采矿法在铜坑矿的应用[J].中国矿业,2007,16(5)：83-86.
[56]胡建华,苏家红,周科平,等.诱导顶板崩落时变力学模型的建立与应用[J].中南大学学报(自然科学版),2007,38(6)：1212-1218
[57]张世超,周科平,胡建华,等.顶板诱导崩落技术及其在大厂铜坑矿92号矿体的应用[J].中南大学学报(自然科学版),2008,39(3)：430-435
[58]GAO Feng, ZHOU Ke-ping, DONG Wei-jun, et al. Similar material simulation of time seriees system for induced caving of roof in continuous mining under backfill [J]. Journal of Central South University of Technology,2008,15(3):356-360.
[59]HU Jian-hua, ZHOU Ke-ping, LI Xi-bing, et al. Numaerical analysis of application for induction caving roof [J], Journal of Central South University of Technology, 2005,12(Suppl.1):146-149.
[60]魏锦平,阎志义.综放采场坚硬顶板控制实践[J].矿山压力与顶板管理,2000,(2)：71-74
[61]索永录,李得玺,李振明,冯兵.综放面坚硬顶煤和顶板初次垮落控制技术[J].西安科技学院学报,2001,21(4)：322-324.
[62]Dickhout M H. The Role and Behavior of Fill in Mining. In:Proc. Jubilee Symp. Mine Filling Isa,1973:1-11
[63]胡华,孙恒虎.矿山充填工艺技术的发展及似膏体充填新技术[J].中国矿业,2001,10(6)：47-50
[64]Cawdle R F. Some Notes on Recent Changes in Ore Extraction Practices in the Zinc Corporation and New Broken Hill Consolidated Mines. In:Proc. Australas. In st. Min. Metall.,1957, (181):45-57.
[65]Yates C., Holly J. Improvements in stoping Practice at the Great Boulder Proprietary Gold Mines Limited. Proc. Australas. In st. Min. Metall.1956, (177):33-48
[66]周爱民.矿山废料胶结充填[M].北京：冶金工业出版社,2007.
[67]Williams C D. Mining Technology at Mount Isa. From Stum Stump-jump Plough to Interscan. Aust. Acad. Sci. Canberra,1977:48-56
[68]Landriault D, Lidkea W. Paste Fill and High Density Slurry Backfill[R]. In:Proc.Int. Congr. Mine Design, Innovative Mine Design for the 21th Century, Kingston,2003: 111-118
[69]Hustrulid W A. A Review of Coal Pillar Strength Formulas [J]. Rock Mechanics, 1976, (2):115-145
[70]Bieniawski Z T. Improved Design of Room-and-pillars Coal Mines for US Conditions[C]. Proceedings of 1st Int. Conf. on Mining Engineering. New York: SME-AIME,1982:19-50
[71]吴立新,王金庄,刘延安.建构筑物下压煤条带开采理论与实践[M].徐州：中国矿业大学出版社,1994.
[72]陈庆发,张世雄,任高峰,等.邢隆石膏矿巷道变形监测研究[J].化工矿物与加工,2005,34(6)：9-12.
[73]袁志安.大空区下连续开采方案研究[J].有色矿冶,2006,22(3)：13-16.
[74]任凤玉,李楠.团城铁矿多空区矿体开采技术研究[J].金属矿山,2008,381(3)：32-34,109.
[75]毕忠伟,丁德馨,张新华.地下采空区合理利用综述[J].地下空间与工程学报,2005,1(7)：1080-1083.
[76]李俊平,冯长根,曾庆轩.采空场应用综述[J].金属矿山,2002,316(10)：4-6.
[77]H.H.梅尔尼科夫.地下采空区开发的效益和问题[J].国外金属矿山,1999,2：24-28.
[78]E.奥塞拉.从矿山开采到地下空间利用[J].国外金属矿山,1994,7：27-30.
[79]王剑,董峻岭,史飞君,等.井下尾矿库的建设与应用[J].金属矿山,2001(2)：29-30.
[80]任兴发.空区治理与坑下尾砂库的探讨和实践[J].铜陵有色金属,2000(6)：33-38.
[81]陈奕柏,李勇.帷幕注浆可靠性分析[J].岩石力学与工程学报,1998,17(增1)：956-960.
[82]王波,陈喜山,陈宝智.利用井下采空区通风的实践[J].黄金,2008,(1)：30-32.
[83]李念平.利用废弃采空区治理矿井污水[J].煤炭加工与综合利用,1996,(5)：43-44.
[84]黎盛星,李华先,吴庆华,等.利用采空区疏导地下水的试验研究[J].河北煤炭,1993,(3)：181-184.
[85]范振忠,朱志学,张庆民.利用老空区调控矿井水技术[J].山东煤炭科技,2002,(5)：17-19
[86]潘树华,刘长武,曾德建,张鸿斌.废弃矿坑德军事应用[C].第十届全国岩石力学与工程学术大会论文集,2008：64-68
[87]桂祥友,马云东.矿山开采的环境负效应与综合治理措施[J].工业安全与环保,2004,3(6)：26-28.
[88]蔡美峰.岩石力学在金属矿山采矿工程中的应用[J].金属矿山,2006,(1)：28-33.
[89]Zhu ZM, Mohanty B, Xie HP. Numerical investigation of blasting-induced crack initiation and propagation in rocks [J]. International Journal of Rock Mechanics and Mining Sciences,2007,44 (3):412-424
[90]KENDRICK R. Induction caving of the Urad Mine [J]. Mining Congr J.1970,56(10): 39-44.
[91]19. Singh J G, Upadhyay P C. Induced bed caving over coal seams [J]. Colliery Gurdian,1986,234(9):433-434
[92]Pal Roy P, Sawmliana C, Bhagat NK, et al.Induced caving by blasting:Innovative experiments in blasting gallery panels of underground coal mines of India [J]. Transactions of the Institution of Mining and Metallurgy, Section A:Mining Technology,2003,112(1):A57-A63.
[93]Brady BT, Haramy KY. High amplitude stress wave generation and damage induced by roof caving in mines[C]. Rock Mechanics Models and Measurements Challenges from Industry. A.A. Balkema:1994:1033.
[94]Lavrov A. Fracture-induced physical phenomena and memory effects in rocks [J]. Strain.2005,41(4):135-149
[95]Unrug KF, Tussey J, Moore R. Pillar extraction with application of mobile roof support eastern Kentucky [M]. Preprint-Society of Mining Engineers of AIME,1991
[96]Hakami, H. Preconditioning Rock Mass by Blasting—A Measure to Alleviate Failure[C]. Proceedings of the International Symposium on Assessment and Prevention of Failure Phenomena in Rock Engineering,1993:635-638
[97]A.Z. Toper, K.K. Kabongo, R.D. Stewart, et al. The mechanism, optimization and effects of preconditioning [J]. The Journal of the South African Institute of Mining and Metallurgy,2000:7-16.
[98]H. Haken. Synergetics:from pattern formation to pattern analysis and pattern recognition [J]. International Journal of Bifurcation and Chaos,1994,4(5):1069-1083.
[99]A. Daffershofer, H. Haken. Synergetic computers for pattern recognition-a new approach to recognition of deformed patterns [J]. Pattern Recognition,1994,27(12): 1697-1705.
[100]吴永红,苏怀智,高培伟.混凝土大坝裂缝光纤监测关键性基本问题的协同研究[J].水力发电学报,2007,26(4)：120-123.
[101]沈明荣,陈建峰.岩体力学[M].上海：同济大学出版社,2006.
[102]John D, Lup ton. Cavity monitoring system and stope analysis [C]. Proceedings of MassMin Chile 2004,2004, (8):56-62.
[103]Jarosz A, Shepherd L. App lication of cavity monitoring system for the control of dilution and ore loss in open stopes [C]. Proceedings of 11th International Congress of ISM,2000:155-164.
[104]Optech Systems Corporation. cavity monitoring system (CMS) Wireless User Manual[M]. Ontario:Toronto press,2004.
[105]过江,罗周全,邓建,等.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.
[106]过江,古德生,罗周全.金属矿山采空区3D激光探测新技术[J].矿冶工程,2006,26(5)：16-19.
[107]刘晓明,罗周全,孙利娟,等.空区激光探测系统在我国的研究与应用[J].西安科技大学学报,2008,28(2)：215-218.
[108]何满潮,谢和平,彭苏萍,姜耀东.深部开采岩体力学研究[J].岩石力学与工程学报,2005,24(16)：2803-2813.
[109]谢和平.深部高应力下的资源开采——现状、基础科学问题与展望[A].科学前沿与未来(第六集)[C].香山科学会议主编,北京：中国环境科学出版社,2002,179-191.
[110]Tannant D.D, Kaiser P.K.& McCreath D.R. Rockburst support research in Canada [J]. ISRM News,1996,3(3):15-18.
[111]Fernando Vieira,Debby Selfe,Tufan Dede, et al. Deep Mine Design Criteria[R]. SIMRAC Report, GAP223, Pretoria:Department of Minerals and Energy.1998.
[112]D. Labrie, M. Plouffe, A. Harvey,et al. Destress blast testing at sigma mine: Experimentation and results[A]. the 19th Session on Blasting Techniques. Mining and Mineral Sciences Laboratories, Ottawa.1997.
[113]Serata S, et al. Optimization of the Stress Control Method to Improve Productivity and Safety in Underground Coal Mining [A]. In:Proc.5th Conf.on Grou.contr. in Min[c].1986, (6):156-166.
[114]陈喜恩,赵忠明,工唐龙.卸压技术在深井大断面巷道中的应用[J].西部探矿工程,2004,(9)：122-123.
[115]李学锋,李向东,周爱民凡口铅锌矿深部矿体开采顺序研究[J].金属矿山,2004,(12)：12-14,18.
[116]王御宇,李学锋,李向东.深部高应力区卸压开采研究[J].矿冶工程,2005,25(4)：4-7.
[117]蒋金泉,孙春江,尹增德,张殿振.深井高应力难采煤层上行卸压开采的研究与实践[J].煤炭学报.2004,29(1)：1-6.
[118]蔡美峰.金属矿山采矿设计优化与地压控制理论与实践[M].北京：科学出版社,2001.
[119]秦四清,张倬元,王士天,黄润秋,等.非线性工程地质学导引[M].成都：西南交大出版社,1993.
[120]仪重祥.非线性科学及其在地学中的应用[M].北京：气象出版社,1995.
[121]马建华,管华.系统科学及其在地理学中的应用[M].北京：科学出版社,2003.
[122]林振山.非线性科学及其在地学中的应用[M].北京：气象出版社,2003.
[123]Thom R. Structural stability and morphs genesis [M]. Reading Mass,1997.
[124]Zeeman. E.C. Catastrophe theory [J]. Scientific American,1976.
[125]程不时.突变理论及其应用[J].科学通报,1978,23：513-522.
[126]凌复华译.灾变理论入门[M].上海：上海科学技术文献出版社,1983.
[127]Henley C. Catastrophetheory model in geology [J]. Math Geo,1976
[128]施泽进,罗蛰潭,彭大钧.非线性地质勘探研究导论[M].成都：四川科学技术出版社,1995.
[129]黄润秋,许强.工程地质广卫系统科学分析原理及应用[M].北京地质出版社,1997
[130]刘军,秦四清,张倬元.缓倾角层状岩体失稳的尖点突变模型研究[J].岩土工程学报,2001,23(1)：42-44.
[131]徐之伦.弹性力学简明教程[M].北京：高等教育出版社,1992.
[132]闫长斌,徐国元.深部巷道失稳的突变理论分析[J].矿山压力与顶板管理,2005,(3)：9-11.
[133]潘岳,王志强,张勇.突变理论在岩体系统动力失稳的应用[M].北京：科学出版社,2008.
[134]秦四清,王思敬.煤柱-顶板协同协同作用的脆性失稳与非线性演化机制[J].工程地质学报,2005,13(4)：437-446.
[135]Karcinovic D. Statistial aspects of the continuous damage theory [J]. Int.J.Soils Structure,1999,18(7):551-962
[136]谢文兵,陈晓祥,郑百生.采矿工程问题数值模拟研究与分析[M].徐州：中国矿业大学出版社,2005.
[137]Itasa Consulting Group, Ins. UDEC Versionl.8,1992
[138]MIDAS Information Technology Co.Ltd. MIDAS User Guide,2006
[139]中南大学.云锡卡房新山矿段采矿设计论证报告[R].长沙：中南大学,2009.
[140]常忠义,张鸿恩.不留矿柱下大面积胶结充填体的地压控制效果[J].岩石力学与工程学报,1996,15(2)：128-134.
[141]肖盛燮,等.灾变链式理论及应用[M].北京：科学出版社,2006.
[142]唐春安,黄明利,张国利,等.岩石介质中多裂纹扩展相互作用及其贯通机制的数值模拟[J].地震,2001,21(2)：53-58
[143]唐春安,张永彬.岩体间隔破裂机制及演化规律初探[J].岩石力学与工程学报,2008,27(7)：1362-1369
[144]黄明利,冯夏庭,王水林.多裂纹在不同岩石介质中的扩展贯通机制分析[J].岩土力学,2002,23(2)：142-146
[145]黄明利,唐春安,朱万成.非均质岩桥对裂纹扩展贯通机制影响的数值分析[J].辽宁工程技术大学学报,2000,19(1)：468-471
[146]梁正召,杨天鸿,唐春安,等.非均匀性岩石破坏过程的三维损伤软化模型与数值模拟[J].岩土工程学报,2005,27(12)：1147-1152.
[147]唐春安,王述红,傅宇方.岩石破裂过程数值试验[M].北京：科学出版社,2003.
[148]Tang C A. Numerical simulations on progressive failure leading to collapse and associated seismicity [J]. International Journal of Rock Mechanics and Mining Science,1997,34 (2):249～261.
[149]唐春安.岩石破裂过程中的灾变[M].北京：煤炭工业出版社,1993.
[150]Itasca Consulting Group Inc., Particle Flow Code[R]. Sudbury:Itasca Consulting Group Inc.,2002.
[151]朱焕春.PFC及其在矿山崩落开采研究中的应用[J].岩石力学与工程学报,2006,25(9)：1927-1931.
[152]Pierce ME, Cundall P A. PFC3D modeling of caved rock under draw, numerical modelingin micromechanics via particle methods.Proceedings of the 1st International PFC Symposium. Gelsenkirchen.2002:211.
[153]周健,池永,池毓蔚,等.颗粒流方法及PFC2D程序[J].岩土力学,2000,21(3)：271-274.
[154]徐泳,孙其诚,张凌,等.颗粒离散元法研究进展[J].力学进展,2003,33(2)：251-260.
[155]王涛,盛谦,熊将.基于颗粒流方法自然崩落法数值模拟研究[J].岩石力学与工程学报,2007,26(Supp.2):4202-4207.
[156]Tang, C. A. Numerical simulation of rock failure and associated seismicity [J]. International Journal of Rock Mechanics and Mining Science,1997,34 (2):249-262.
[157]唐春安.岩石破裂过程声发射的数值模拟研究[J].岩石力学与工程学报,1997,16(4)：368-374.
[158]唐春安,赵文.岩石破裂全过程分析软件系统RFPA2D[J].岩石力学与工程学报,1997,16(5)：213.
[159]Tang, C.A., Wang, W T., Fu, Y.F, et al. A new approach to numerical method of modeling geological processes and rock engineering problems-continuum to discontinuum and linearity to nonlincarity [J]. Engineering Geology,1998,49 (3-4): 207-214.
[160]唐春安.脆性材料破坏过程分析的数值试验方法[J].力学与实践,1999,21(25)：21-24.
[161]朱万成,唐春安,齐安文.混凝土三点弯曲试件破坏过程的数值模拟[J].力学与实践,1999,21(5)：55-56.
[162]Tang, C.A., Liu, H., Lee, PK. K, et al. Numerical studies of the influence of microstructure on rock failure in uniaxial compression-Part 1:effect of heterogeneity [J]. International Journal ofRock Mechanics and Mining Science,2000,37 (4):555-569.
[163]Tang, C.A., Tham, L.G., Lee P.K., et al. Numerical studies of the influence of microstructure on rock failure in uniaxial compression-Part II:constraint, slenderness and size effect [J]. International.lournal of Rock Mechanics and Mining Science, 2000,37 (4):571-583.
[164]Tang, C.A., Li, L.C.&Li, C.W. et al. RFPA strength reduction method for stability analysis of geotechnical engineering [J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(8):1522-1530.
[165]史培军.论灾害研究的理论与实践[J].南京大学学报,1991,(11)：37-42.
[166]史培军.再论灾害研究的理论与实践[J].自然灾害学报,1996,5(4)：6-17.
[167]史培军.三论灾害研究的理论与实践[J].自然灾害学报,2002,11(3)：1-9.
[168]郭增建,秦保燕.灾害物理学简论[J].灾害学,1987,2：25-33.
[169]郭增建,秦保燕,郭安宁.地气耦合与天灾预测[M].北京：地震出版社,1996.
[170]门可佩,高建国.重大灾害链及其防御[J].地球物理学进展,2008,23(1)：270-275.
[171]陈龙珠,梁发云,宋春雨,等.防灾工程学导论[M].北京：中国建筑工业出版社,2006
[172]刘文方,肖盛燮,隋严春,等.自然灾害链及其断链减灾模式分析[J].岩石力学与工程学报,2006,25(增1)：2675-2681
[173]门可佩,高建国.重大灾害链及其防御[J].地球物理学进展,2008,23(1)：270-275.
[174]王泳嘉,邢纪波.离散单元法及其在岩土工程中的应用[M].沈阳：东北工学院出版社,1991.
[175]Cundall P. A., Han R. D., Numerical modelling of discontinua [J]. Comprehensrve Rock Engineering,1993,2:231-243.
[176]SUNG O C, SO-KEUL C. Stability analysis of jointed rock slopes using the Barton-Bandis constitutive model in UDEC [J]. International Journal Rock Mechanics and Mining Sciences,2004,41(Suppl.1):581-586.
[177]RAJINDER B, KAARE H. Parametric study on a large cavern in jointed rock using a distinct element model (UDEC-BB) [J]. International Journal Rock Mechanics and Mining Sciences,1998,35(1):17-29.
[178]麻凤海,范学理,王泳嘉.岩层移动动态过程的离散单元分析[J].煤炭学报,1996,21(4)：388-392.
[179]谭云亮,姜福兴,范炜林,等.锚杆对节理围岩稳定性影响的离散元研究[J].工程地质学报,1999,17(4)：361-365.
[180]麻凤海,杨帆.地层沉陷的数值模拟应用研究[J].辽宁工程技术大学学报(自然科学版),2001,20(3)：257-261.
[181]郑榕明,陈文胜,葛修润,等.金山店铁矿开采引起地表变形规律的离散元模拟研究[J].岩石力学与工程学报,2002,21(8)：1130-1135.
[182]王贵君.节理裂隙岩体中不同埋深无支护暗挖隧洞稳定性的离散元法数值分析[J].岩石力学与工程学报,2004,23(7)：1154-1157.
[183]王卫华,李夕兵.离散元法及其在岩土工程中的应用综述[J].岩土工程技术,2005,19(4)：177-181.
[184]马付超,陈庆发.缓倾薄层矿体巷式采场变形破坏规律离散元分析[J].化工矿物与加工,2009,38(7)：26-29.
[185]张世雄.固体矿物资源开发工程[M].武汉：武汉理工大学出版社,2005.
[186]张富民.采矿设计手册：第2卷[M].北京：中国建筑工业出版社,1987.
[187]徐小荷,廖国华,马光,等.采矿手册：第2卷[M].北京：冶金工业出版社,1990.
[188]中南大学,广西高峰矿业有限责任公司.高峰矿碎裂矿段安全高效开采综合技术研究[R].长沙：中南大学,2008.
[189]Elton Avenue, Theory and Modeling Guide (Volume Ⅰ, Ⅱ, Ⅲ):ADINA [R]. Watertown:MA02472 USA,2002.