露天煤矿抛掷爆破拉斗铲倒堆与时效边坡多参数耦合机理
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摘要
大型现代化露天煤矿的生产,既是在地壳实体上构造空间,又是在空间上构造矿山实体的复杂过程,揭露煤层需要进行大规模的爆破剥离,不可避免地形成了采场工作帮、非工作帮、端帮、排土场高陡边坡、相应的采场工作帮、端帮高陡边坡形成、几何参数、服务状态等是一个动态变化过程。
论文综合运用露天采矿学原理、可靠性理论、防灾减灾学理论与矿山岩体力学方法,通过调查研究、实验室研究、理论分析、数值模拟和现场工程实践,建立了露天煤矿边坡三维潜在滑动面稳定性分析方法,创建了棱柱体和圆柱体三维滑坡模型,分析了边坡暴露长度与稳定性之间的关系;基于露天煤矿端帮高陡边坡特点,建立了露天煤矿非对称地应力卸载拱墙模型,分析了边坡各层岩体变形的协同性,结合弱层蠕变老化理论,给出了露天煤矿边坡失稳的判断准则,揭示了露天煤矿高陡边坡稳定性分析的露天采矿学基本原理;基于露天煤矿采场高陡倒堆边坡的三维展布特点,建立了采矿工艺极限推进度数学模型,揭示了露天煤矿采场采动过程中边坡力学变化规律,提出了后冲能量的衰减方程矩阵;根据弹道理论,得到了抛掷爆破的最优抛掷角度,通过建立露天煤矿抛掷爆破有效抛掷率有限元模型和抛掷爆破参数反演模型,进行了有效抛掷率的预测;针对拉斗铲倒堆工艺开采的特殊性,将拉斗铲倒堆剥离、坑底存煤和半连续采煤环节看作一个系统,根据露天矿的采煤强度要求,利用拉斗铲维修时间分布规律,得到坑底的最小存煤量计算公式,建立了系统可靠性模型,分析出系统所处的5种状态以及其相互转化的规律,得到转移矩阵和有效度;创建了拉斗铲倒堆中间沟运输方式下破碎站和运煤通道移设步距的数学模型,得到了矿山煤仓合理存储容量;建立了拉斗铲服务水平数学模型,得出了拉斗铲服务水平和年计划生产能力、拉斗铲的作业时间和煤层厚度变化的关系;提出了限制工艺与非限制工艺的概念,实现了拉斗铲作业参数动态调整。通过黑岱沟露天煤矿的实例研究验证了研究内容、方法和结果的正确性和有效性,对于丰富和发展露天开采理论与实际应用具有重要意义。
该论文有图101幅,表13个,参考文献110篇。
Production of large open pits is not only space construction in crust entity, but also a complex process to construct mine entity spatially. Mining exploitation requires large scale blasting and stripping,which inevitably forms pit working slope, pit non-working slope, pit end slope, and high-steep slope of dumping area. The pit working slope, formation of end high-steep slope, geometrical parameters and service state are a dynamic variation process.
This dissertation comprehensively applies surface mining theories, reliability theories, disaster prevention and reduction theories, as well as approaches of mining rock mass mechanics. Stability analysis methods of three-dimensional and potential sliding plane on surface mine slope have been established, through investigation researches, laboratory researches, theoretical analysis, numerical simulation and spot engineering practice. Models of three-dimensional slope sliding for prism and cylinder have been created. Relationship between slope exposure length and stability has been analyzed. Based on high-steep slope characteristics of surface mine end wall, model of asymmetrical ground stress unloading arch wall in surface mine has been built, and deformational cooperativity of rock strata is analyzed. Combined with theory of creeping and aging in weak layer, instability estimation criterion of surface mine slope has been developed, which reveals surface mining basic principles in stability analysis of surface mine high-steep slope. Based on three-dimensional construction characteristics of high-steep stripping slope in surface mine working area, mathematical model of utmost advancing speed in mining system has been put forward. Mechanical variation law in mining slope of surface mine working area has been revealed. Attenuation equation matrix of impulsive energy has been brought about. According to ballistic theory, the optimal casting angle has been calculated. Through establishment of the finite element model in surface mine efficient casting and parameter inversion model of casting blast, this dissertation conducts prediction of efficient casting rate. Aiming at the particularity of dragline stripping technology, the dragline stripping system, the recovery coal reserves and semi-continuous mining coal system are regarded as one system. According to the demand of mining intensity and utilization of dragline repair time distribution, calculation formula of the minimum coal reserves volume is obtained, reliability model of the system is built, five states of the system and the their transformation with each other are developed. Besides, transfer matrix and availability are also found. The shifting distance models of crusher station and coal haulage in middle channel transportation mode under dragline stripping system are built and stockpile volume is obtained. Mathematical model of dragline service level is founded to develop the relationship between dragline service level and annual planned productivity, as well as the relationship between dragline operation time and thickness variation of coal seam. The concepts of limit system and non-limit system are put forward to realize dynamic adjustment of dragline operation parameters. According to the example analyses on Hei Daigou Surface Mine, this dissertation verifies the correctness and effectiveness of the research topic, research methodology and research results, which provides great significance for enrichment and development of surface mining theories and practical application.
There are 101 figures, 13 tables and 110 references.
论文综合运用露天采矿学原理、可靠性理论、防灾减灾学理论与矿山岩体力学方法,通过调查研究、实验室研究、理论分析、数值模拟和现场工程实践,建立了露天煤矿边坡三维潜在滑动面稳定性分析方法,创建了棱柱体和圆柱体三维滑坡模型,分析了边坡暴露长度与稳定性之间的关系;基于露天煤矿端帮高陡边坡特点,建立了露天煤矿非对称地应力卸载拱墙模型,分析了边坡各层岩体变形的协同性,结合弱层蠕变老化理论,给出了露天煤矿边坡失稳的判断准则,揭示了露天煤矿高陡边坡稳定性分析的露天采矿学基本原理;基于露天煤矿采场高陡倒堆边坡的三维展布特点,建立了采矿工艺极限推进度数学模型,揭示了露天煤矿采场采动过程中边坡力学变化规律,提出了后冲能量的衰减方程矩阵;根据弹道理论,得到了抛掷爆破的最优抛掷角度,通过建立露天煤矿抛掷爆破有效抛掷率有限元模型和抛掷爆破参数反演模型,进行了有效抛掷率的预测;针对拉斗铲倒堆工艺开采的特殊性,将拉斗铲倒堆剥离、坑底存煤和半连续采煤环节看作一个系统,根据露天矿的采煤强度要求,利用拉斗铲维修时间分布规律,得到坑底的最小存煤量计算公式,建立了系统可靠性模型,分析出系统所处的5种状态以及其相互转化的规律,得到转移矩阵和有效度;创建了拉斗铲倒堆中间沟运输方式下破碎站和运煤通道移设步距的数学模型,得到了矿山煤仓合理存储容量;建立了拉斗铲服务水平数学模型,得出了拉斗铲服务水平和年计划生产能力、拉斗铲的作业时间和煤层厚度变化的关系;提出了限制工艺与非限制工艺的概念,实现了拉斗铲作业参数动态调整。通过黑岱沟露天煤矿的实例研究验证了研究内容、方法和结果的正确性和有效性,对于丰富和发展露天开采理论与实际应用具有重要意义。
该论文有图101幅,表13个,参考文献110篇。
Production of large open pits is not only space construction in crust entity, but also a complex process to construct mine entity spatially. Mining exploitation requires large scale blasting and stripping,which inevitably forms pit working slope, pit non-working slope, pit end slope, and high-steep slope of dumping area. The pit working slope, formation of end high-steep slope, geometrical parameters and service state are a dynamic variation process.
This dissertation comprehensively applies surface mining theories, reliability theories, disaster prevention and reduction theories, as well as approaches of mining rock mass mechanics. Stability analysis methods of three-dimensional and potential sliding plane on surface mine slope have been established, through investigation researches, laboratory researches, theoretical analysis, numerical simulation and spot engineering practice. Models of three-dimensional slope sliding for prism and cylinder have been created. Relationship between slope exposure length and stability has been analyzed. Based on high-steep slope characteristics of surface mine end wall, model of asymmetrical ground stress unloading arch wall in surface mine has been built, and deformational cooperativity of rock strata is analyzed. Combined with theory of creeping and aging in weak layer, instability estimation criterion of surface mine slope has been developed, which reveals surface mining basic principles in stability analysis of surface mine high-steep slope. Based on three-dimensional construction characteristics of high-steep stripping slope in surface mine working area, mathematical model of utmost advancing speed in mining system has been put forward. Mechanical variation law in mining slope of surface mine working area has been revealed. Attenuation equation matrix of impulsive energy has been brought about. According to ballistic theory, the optimal casting angle has been calculated. Through establishment of the finite element model in surface mine efficient casting and parameter inversion model of casting blast, this dissertation conducts prediction of efficient casting rate. Aiming at the particularity of dragline stripping technology, the dragline stripping system, the recovery coal reserves and semi-continuous mining coal system are regarded as one system. According to the demand of mining intensity and utilization of dragline repair time distribution, calculation formula of the minimum coal reserves volume is obtained, reliability model of the system is built, five states of the system and the their transformation with each other are developed. Besides, transfer matrix and availability are also found. The shifting distance models of crusher station and coal haulage in middle channel transportation mode under dragline stripping system are built and stockpile volume is obtained. Mathematical model of dragline service level is founded to develop the relationship between dragline service level and annual planned productivity, as well as the relationship between dragline operation time and thickness variation of coal seam. The concepts of limit system and non-limit system are put forward to realize dynamic adjustment of dragline operation parameters. According to the example analyses on Hei Daigou Surface Mine, this dissertation verifies the correctness and effectiveness of the research topic, research methodology and research results, which provides great significance for enrichment and development of surface mining theories and practical application.
There are 101 figures, 13 tables and 110 references.
引文
[1]Budiansky Bernard. O’Connell Richard. Elastic moduli of a cracked solid[J]. Int. J. Solids Structures,1976,12 (1):81-97.
[2] Serrano A,Olalla C. Ultimate bearing capacity of an anisotropic discontinuous rock mass,Part I:Basic modes of failure [J]. Int. J. Rock Mech. Min. Sci.,1998,35 (3):301-324.
[3] Rose N.D., Hungr O. Forecasting potential rock slope failure in open pit mines using the inverse-velocity method - Case examples. Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands[J]. Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands,2007,2:1255-1262.
[4]Stacey T.R.,Xianbin Y.,Armstrong R.,Keyter G.J. New slope stability considerations for deep open pit mines[J]. Journal of The South African Institute of Mining and Metallurgy,2003,103( 6):373-389.
[5] Cravero M.,Iabichino G.,Lo Presti,D. Analysis of a rock slope failure in a limestone open pit. Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands[J]. Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands,2007,2: 1301-1309.
[6] Bye A.R., Bell, F.G. Stability assessment and slope design at Sands loot open pit, South Africa [J]. International Journal of Rock Mechanics and Mining Sciences,2001,38( 3): 449-466.
[7] Noon D.,Harries N. Slope stability radar for managing rock fall risks in open cut mines[J]. Australasian Institute of Mining and Metallurgy Publication Series,6th Large Open Pit Mining Conference 2007– Proceedings,2007:93-97.
[8]Patnayak Sibabrata,Reddy K.,Narendar.,Gupta R.N.. Slope stability analysis of a lead-zinc open pit mine using limit equilibrium and numerical methods [J]. International Journal of Surface Mining,Reclamation and Environment,2002,16(3):196-216.
[9]Singh V.K.,Singh J.K.,Kuma A. Geotechnical study for optimizing the slope design of a deep open-pit mine, India [J]. Bulletin of Engineering Geology and the Environment,2005,64(3):303-309.
[10]Moffitt K.M.,Rogers S.F.,Beddoes R.J.,Greer S. Analysis of slope stability in strong, fractured rock at the Diavik Diamond Mine[J]. NWT. Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands,2007, 2:1245-1250.
[11]张雄.边坡稳定性的刚性有限元评价[J].成都科技大学学报,1994,(6):48-52.
[12]郑颖人.用有限元强度折减法进行边坡稳定分析[J].中国工程科学,2002,(10):57-61.
[13]李文秀.边坡稳定性分析的Fuzzy数学模型[J].化工矿山技术,1995,24(6):1-3.
[14]陈新民,罗国煜.基于经验的边坡稳定性灰色系统分析与评价[J].岩土工程学报,1999,21(5):638-641.
[15]夏元友.基于神经网络的岩质边坡稳定性评估系统研究[J].自然灾害学报,1996,5(1):98-104.
[16]曹文贵,颜荣贵.边坡非圆临界面确定之动态规划法研究[J].岩石力学与工程报.1995,(4):320-328.
[17]冯树仁,丰定祥,葛修润.边坡稳定性定性的三维极限平衡分析方法及应用[J].岩土工程学报,1999,21(6):657-661.
[18]Chen. Z,Shao. C. Evaluation of minimum factor of safety in slope stability analysis[J]. Canadian Geotechnical Journal,1988,25 (4):735-748.
[19]陈祖煜.边坡稳定分析的塑性力学上限解和下限解,中国水利电力技术发展和成就[M].中国电力出版社,1997:198-208.
[20]朱大勇,钱七虎,周早生等.岩体边坡临界滑动场计算方法及其在露天矿边坡设计中的应用[J].岩石力学与工程学报,1999,18(5):497- 502.
[21]田景富,刘宏,金仁祥.岩质高陡边坡结构特征及变形特征分析[J].矿业研究与开发,2007,27(4):32-34.
[22]Whang Jiachen. Reliability Analysis of an Open Pit Coal Mine Slope[J]. International Journal of Rock Mechanics and Mining Science,2000,3:715~721.
[23]Wang Jiachen, Some Problems of the Stochastic Analysis on Slopes[J]. Ninth International Conference of Computer Methods and Advances in Geomech.Wuhan,China,1997.
[24]王家臣.基于岩体强度平均的边坡渐进破坏可靠性分析[J].中国矿大学报,1995,4:18~23.
[25]王家臣.边坡渐进破坏三维随机分析[J].煤炭学报,1997,1:27~31.
[26]王家臣.义马北露天煤矿工作帮边坡可靠性研究[J].岩土工程学报,2000,1:20~23.
[27]谢莫文,江崎哲郎,周国云等.基于GIS空间数据库的三维边坡稳定性分析[J].岩石力学与工程学报,2002,21(10):1494-1499.
[28]Goodman. R.E. Introduction of rock mechanics [M]. John Wiley & Sons. 1989.
[29]朱大勇,李悼芬,黄茂松等.对3种著名边坡稳定性计算方法的改进[J].岩石力学与工程学报,2005,24(2):183-194.
[30]杨强,朱玲,薛利军.基于三维多重网格法的极限平衡法在锦屏高边坡稳定性分析中的应用[J].岩石力学与工程学报,2005,24(12):5314-5318.
[31]徐卫亚,谈小龙,蒋中明.节理岩体边坡模糊稳定性分析方法研究[J].岩石力学与工程学报,2007,26(6):1232-1236.
[32]李术才,朱维申.三峡船闸高边坡岩体稳定性断裂损伤模型研究[J].人民长江,1998,29(12):3-5.
[33]李宁,崔政权,段庆伟等.节理化块体边坡失稳机理数值分析[J].岩土力学,1997,18(3):53-59.
[34]郑宏,谭国焕,刘德富.边坡稳定性分析的无条分法[J].岩土力学,2007,28(7):1285-1291.
[35]刘沐宇,冯夏庭.基于神经网络范例推理的边坡稳定性评价方法[J].岩土力学,2005,26(2):193-197.
[36]郑宏,冯强.石榴树包滑坡机制的有限元分析[J].岩石力学与工程学报,2004,23(10):1648～1653.
[37]郑颖人,赵尚毅,邓卫东.岩质边坡破坏机制有限元数值模拟分析[J].岩石力学与工程学报,2003,22(12):1943-1952.
[38]黄润秋.灾害性崩滑地质过程的全过程模拟[J].中国地质灾害与防治学报,1994,5(增刊):11-17.
[39]Y.M. Cheng,T. Lansivaara. W.B. Wei. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods [J]. Computers and Geotechnics,2007,24(3): 137-150.
[40]程康.三维极限平衡法边坡稳定性分析研究[J].中国地质灾害与防治学报,2001,12(4):18-20.
[41]Zhu D Y, Lee C F,Jiang H D. Generalised framework of limit equilibrium methods and numerical procedure for slope stability analysis[J]. Geotechnique,2003,53(4):377~395.
[42]Zuyu Chen,Xiaogang Wang. A three-dimensional slope stability analysis method using the upper bound theorem[J]. International Journal of Rock Mechanics & Mining Sciences,2001,(38): 369–378.
[43]姚颖康,周传波,郭廖武等.深凹露天矿山岩质高陡边坡稳定性预测[J].金属矿山,2008,(3):42-45.
[44]李启月,李夕兵等.爆破载荷作用下高陡节理岩质边坡动态响应的3DEC模拟[J].矿冶工程,2008,28(5):18-22.
[45]张夏欢,高谦. GOCAD地质三维建模技术在矿山边坡工程中的应用[J].矿业快报, 2008,9(9):113~114.
[46]黄润秋.岩石高边坡发育的动力过程及其稳定性控制[J].岩石力学与工程学报,2008,27(8):1525-1544.
[47]李扬,梅林芳,周传波.露天转地下崩落法开采对高陡边坡影响的数值模拟[J].矿冶工程,2008,28(3):14-18.
[48]杨占军.露井联合开采对边坡及地表稳定性影响的研究[J].露天采矿技术,2008,(4):1-3.
[49]杨洪海,尚文凯.露井联采作用下边坡变形破坏机理浅析[J].露天采矿技术,2006,(3):8-10.
[50]任高峰,张世雄.露井联合开采条件下矿山边坡运动损害规律研究[J].矿业安全与环保,2008,35(6):11-13.
[51]刘保宽,吴吉南,朱建明等.露天边坡下采区大巷围岩稳定性研究[J].中国矿业,2008,17(8):59-62.
[52]高富,艾夕辉等. GPS、GIS技术在西庄河流域滑坡灾害研究中的应用[J].山地学报,2003(2) :239-245
[54]Hoe I. Ling. Recent applications of sliding block theory to geotechnical design[J]. Soil Dynamics and Earthquake Engineering ,2001,21:189-197.
[54]Toshitaka Kamai. Monitoring the process of ground failure in repeated landslides and associated stability assessments[J]. Engineering Geology,1998,50:71–84.
[55]周创兵,陈益峰.基于相空间重构的边坡位移预测[J].岩土力学,2000,21(3):205-208.
[56]张悼元.滑坡防治工程的现状与发展展望[J].地质灾害与环境保护,2000, 12(2): 89-97.
[57]崔政权,李宁编著.边坡工程:理论与实践最新发展[M].中国水利水电出版社,1999.
[58]殷坤龙,韩再生.国际滑坡研究的新进展[J].水文地质工程地质,2000,(5):1-3.
[59]周萃英,汤连生,晏同珍.滑坡灾害系统非线性动力学研究[J].长春地质学院学报,1995,25(3):310~316.
[60]周萃英,汤连生,晏同珍.滑坡灾害系统的自组织[J].中国地质灾害与防治学报,1997,8(1): 7-11.
[61]易顺民,张首丽.滑坡活动时空结构的信息维特征及其工程意义[J].水文地质工程地质,1998,5:48-51.
[62]黄润秋,许强.突变理论在工程地质中的应用[J].工程地质学报,1993,1(3):65~73.
[63]马军,才庆祥,陈树召等.复合煤层条件下拉斗铲作业方式优化研究[J] .采矿与安全工程学报,2006,23(2):155-158.
[64]Bucyrus-Erie Company. Walking Draglines-Terminology/Application/Selection[C]. 2001.[17] The Marion Division of INDRESCO Inc. The Fundamentals of the Dragline (6th edition). 1993.
[65]杨云浩,邹德仑,张幼蒂,周光.露天矿采用倒堆工艺下铲型规格的选择[J].露天采矿技术,2003,2:1-4.
[66]解德国,刘光,董万江.黑岱沟露天煤矿技术改造工程拉铲的选型和优化[J].露天采矿技术,2003,1:6-8.
[67]张幼蒂,李克民,尚涛等.露天矿倒堆剥离工艺的发展及其应用前景[J].中国矿业大学学报,2002,31(4):331-334.
[68]张幼蒂,傅洪贤,王启瑞,夏松林.抛掷爆破与剥离台阶开采参数分析[J].中国矿业大学学报,2003,32(1):27-30.
[69]王平亮,田爱民.吊斗铲—单斗—卡车联合工作线长度确定.露天采煤技术[J],2001,3:10-11.
[70]陈树召.拉斗铲无运输倒堆工艺下运煤系统优化研究[D].中国矿业大学,2005
[71]梅晓仁,王永军.拉铲倒堆开采工艺推土机降段高度优化[J].辽宁工程技术大学,2009,28,3:355-358
[72]张幼蒂,傅洪贤,王启瑞等.抛掷爆破与剥离台阶开采参数分析[J].中国矿业大学学报,2003,32(1):27-30.
[73]Ludwiczak, J. T. Blast casting. Don’t Let It Carry You Away[ J]. Explos. Eng, 1985, 3(1).
[74]马军,李克民.抛掷爆破与拉斗铲倒堆工艺研究[J].中国矿业,2003,12(7):44-46.
[75]周洪文.爆破振动对露天矿边坡影响的模糊测度研究.[D]:武汉,武汉理工大学,2004.
[76]梁冰,孙维吉,杨冬鹏等.抛掷爆破对内排土场边坡稳定性影响的试验研究[J].岩石力学与工程学报,2009,28,8:710-715
[77]孙豁然,佟彦军,李孝林等.露天煤矿抛掷爆破振动效应的研究[J].爆破,2008,25,3:69-73
[78]李克民,张幼蒂,傅洪贤.露天煤矿抛掷爆破参数分析.采矿与安全工程学报[J],2006,23,4:423-426
[79]刘勇.大型露天煤矿近水平矿产靠帮开采设计理论与应用技术研究[D].中国矿业大学,2006
[80]芮勇勤.蠕动边坡稳定性及其变形失稳的预测与控制[D].中国矿业大学,2006
[81]梁润.抛掷爆破的岩石抛掷速度.武汉水利电力学院学报,1980,3:39-46
[82]Jiang J., Sun Y., Morrongiello M. Analysis of slope stability and interaction with underground workings. 2005 SME Annual Meeting[C]: Got Mining - Preprints, 2005 SME Annual Meeting: Got Mining - Preprints, 2005, p 771-780
[83] Choi Yosoon, Park Hyeong-Dong, Sunwoo Choon. Flood and gully erosion problems at the Pasir open pit coal mine[J].Indonesia: A case study of the hydrology using GIS. Bulletin of Engineering Geology and the Environment, 2008,67( 2): 251-258
[84]Stacey T.R., Xianbin Y., Armstrong R., Keyter G.J. New slope stability considerations for deep open pit mines[J]. Journal of The South African Institute of Mining and Metallurgy,2003(103) 6:373-389
[85] Cai Meifeng, Xie Mowen; Li Chunlei. GIS-based 3D limit equilibrium analysis for design optimization of a 600 m high slope in an open pit mine[J]. Journal of University of Science and Technology Beijing: Mineral Metallurgy Materials (Eng Ed), 2007,14(1):1-5.
[86] Deng J. ,Peng Z., Gu D.S. Reliability assessment of an open-pit slope using finite element strength reduction method and response surface method[C]. Proceedings of the International Young Scholars' Symposium on Rock Mechanics - Boundaries of Rock Mechanics Recent Advances and Challenges for the 21st Century, Proceedings of the International Young Scholars' Symposium on Rock Mechanics - Boundaries of Rock Mechanics Recent Advances and Challenges for the 21st Century, 2008, 459-462.
[87] Cravero M., Iabichino G., Lo Presti, D. Analysis of a rock slope failure in a limestone open pit[C]. Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands, v 2, Proceedings of the 1st Canada-US Rock Mechanics Symposium - RockMechanics Meeting Society's Challenges and Demands, 2007, 1301-1309.
[88] Bye A.R., Bell, F.G. Stability assessment and slope design at Sandsloot open pit[J].South Africa. International Journal of Rock Mechanics and Mining Sciences, 2001,38(3):p 449-466.
[89] Noon D., Harries N. Slope stability radar for managing rock fall risks in open cut mines[J]. Australasian Institute of Mining and Metallurgy Publication Series, 6th Large Open Pit Mining Conference 2007 - Proceedings, 2007, 93-97.
[90]Patnayak Sibabrata, Reddy K. Narendar, Gupta R.N. Slope stability analysis of a lead-zinc open pit mine using limit equilibrium and numerical methods[J]. International Journal of Surface Mining, Reclamation and Environment, 2002,16(3):p 196-216.
[91] Zhu Nai-Long, Zhang Shi-Xiong, Yue Shu-Yu. Study on determination of the stable slope conFigureuration for deep open pit mine[J]. Journal of Zhejiang University: Science A, 2008,9(9): 1208-1213.
[92] Mattern J.R. Open pit slope design and stability challenges at the rio tinto borax boron mine. 2004 SME Annual Meeting Preprints, 2004 SME Annual Meeting Preprints[C], 2004.
[93] Zhou Chunmei, Li Xianfu, Qin Sunwei, Qiu Dandan, Wu Yanlin, Xiao Yun, Zhou Jian. Automatic monitoring system for high-steep slope in open-pit mine based on GPS and data analysis. Proceedings of SPIE - The International Society for Optical Engineering[C], 2008
[94] Singh V.K., Singh J.K., Kuma A. Geotechnical study for optimizing the slope design of a deep open-pit mine[J].India. Bulletin of Engineering Geology and the Environment, 2005,(64),3, 303-309.
[95] Li Shouju, Liu Yingxi, He, Xiang. Slope stability analysis procedure in open mines using global search algorithm. Proceedings in Mining Science and Safety Technology[J], 2002.
[96] Moffitt K.M., Rogers S.F., Beddoes R.J., Greer S. Analysis of slope stability in strong, fractured rock at the Diavik Diamond Mine, NWT. Proceedings of the 1st Canada-US Rock Mechanics Symposium [C], 2007.
[97] Klingmann S., Blackwell, G. The application of digital video plotter (DVP) systems to the location and orientation of open pit wall slope features[J]. CIM Bulletin, 2003,96, (10): 72-75.
[98] Naismith W.A., Wessels S.D.N. Management of a major slope failure at Nchanga Open Pit, Chingola, Zambia[J]. Journal of The South African Institute of Mining and Metallurgy, 2005, 105(9), 619-626.
[99] Simmons John V., McManus Dennis A. Shear strength framework for design of dumped spoil slopes for open pit coal mines. Advances in Geotechnical Engineering: The Skempton Conference - Proceedings of a Three Day Conference on Advances in Geotechnical Engineering[C], 2004.
[100]Grenon M., Lebleu C., Laflamme A.J., Mostafavi M.A. The application of resource modeling and GIS tools to establish the kinematic stability of rock slopes. Proceedings of the 1st Canada-US RockMechanics Symposium [C], 2007.
[101]Wenxiu Li, Lanfang Dai, Shengtao Zhao. Fuzzy mathematical model for analysis of rock mass displacements due to open-pit mining. Geotechnical Special Publication, n.150, Soil and Rock Behavior and Modeling - Proceedings of the GeoShanghai Conference[C], 2006.
[102] Reeves B.A., Stickley G.F., Noon, D.A., Longstaff I.D. Developments in monitoring mine slope stability using radar interferometry[J]. International Geoscience and Remote Sensing Symposium (IGARSS), 2000,5, 2325-2330.
[103] Elmo D., Vyazmensky A., Stead D., Ranee J.R. A hybrid FEM/DEM approach to model the interaction between open-pit and underground block-caving mining. Proceedings of the 1st Canada-US Rock Mechanics Symposium[C],2007.
[104]Zamani Mehdi. A more general model for the analysis of the rock slope stability[J]. Sadhana - Academy Proceedings in Engineering Sciences, 2008 ,33(4), p433-441.
[105]Stacey T.R. Stability of rock slopes in open pit mining and civil engineering situations[C]. Journal of The South African Institute of Mining and Metallurgy, 2006,106(7),101-109.
[106] Duran A. Pit Slope Management - Planning for Your Next Failure in Open Cut Mining[C]. Australasian Institute of Mining and Metallurgy Publication Series, n 5, 2003, p 223-231.
[107] Dutton, A.J. Pasminco Century mine open pit slope design - a geotechnical perspective[J]. Australasian Institute of Mining and Metallurgy Publication Series, 2000,3, 283-289.
[108] Srikant A., Brannon C., Flint D.C., Casten T. Geotechnical characterization and design for the transition from the Grasberg Open Pit to the Grasberg Block Cave mine. Proceedings of the 1st Canada[C], 2007.
[109] Wei Zuoan, Yin Guangzhi, Wan Ling, Shen Louyan. Case history of controlling a landslide at Panluo open-pit mine in China[J]. Environmental Geology, 2008,(54), 4:699-709.
[110] Booth P.A., Hamman, E.C.F. Saprolites, structures and slope angles - Applying site-specific geotechnical and mining knowledge to achieve the final design. 6th Large Open Pit Mining Conference 2007 - Proceedings[C], 2007.
[2] Serrano A,Olalla C. Ultimate bearing capacity of an anisotropic discontinuous rock mass,Part I:Basic modes of failure [J]. Int. J. Rock Mech. Min. Sci.,1998,35 (3):301-324.
[3] Rose N.D., Hungr O. Forecasting potential rock slope failure in open pit mines using the inverse-velocity method - Case examples. Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands[J]. Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands,2007,2:1255-1262.
[4]Stacey T.R.,Xianbin Y.,Armstrong R.,Keyter G.J. New slope stability considerations for deep open pit mines[J]. Journal of The South African Institute of Mining and Metallurgy,2003,103( 6):373-389.
[5] Cravero M.,Iabichino G.,Lo Presti,D. Analysis of a rock slope failure in a limestone open pit. Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands[J]. Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands,2007,2: 1301-1309.
[6] Bye A.R., Bell, F.G. Stability assessment and slope design at Sands loot open pit, South Africa [J]. International Journal of Rock Mechanics and Mining Sciences,2001,38( 3): 449-466.
[7] Noon D.,Harries N. Slope stability radar for managing rock fall risks in open cut mines[J]. Australasian Institute of Mining and Metallurgy Publication Series,6th Large Open Pit Mining Conference 2007– Proceedings,2007:93-97.
[8]Patnayak Sibabrata,Reddy K.,Narendar.,Gupta R.N.. Slope stability analysis of a lead-zinc open pit mine using limit equilibrium and numerical methods [J]. International Journal of Surface Mining,Reclamation and Environment,2002,16(3):196-216.
[9]Singh V.K.,Singh J.K.,Kuma A. Geotechnical study for optimizing the slope design of a deep open-pit mine, India [J]. Bulletin of Engineering Geology and the Environment,2005,64(3):303-309.
[10]Moffitt K.M.,Rogers S.F.,Beddoes R.J.,Greer S. Analysis of slope stability in strong, fractured rock at the Diavik Diamond Mine[J]. NWT. Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands,2007, 2:1245-1250.
[11]张雄.边坡稳定性的刚性有限元评价[J].成都科技大学学报,1994,(6):48-52.
[12]郑颖人.用有限元强度折减法进行边坡稳定分析[J].中国工程科学,2002,(10):57-61.
[13]李文秀.边坡稳定性分析的Fuzzy数学模型[J].化工矿山技术,1995,24(6):1-3.
[14]陈新民,罗国煜.基于经验的边坡稳定性灰色系统分析与评价[J].岩土工程学报,1999,21(5):638-641.
[15]夏元友.基于神经网络的岩质边坡稳定性评估系统研究[J].自然灾害学报,1996,5(1):98-104.
[16]曹文贵,颜荣贵.边坡非圆临界面确定之动态规划法研究[J].岩石力学与工程报.1995,(4):320-328.
[17]冯树仁,丰定祥,葛修润.边坡稳定性定性的三维极限平衡分析方法及应用[J].岩土工程学报,1999,21(6):657-661.
[18]Chen. Z,Shao. C. Evaluation of minimum factor of safety in slope stability analysis[J]. Canadian Geotechnical Journal,1988,25 (4):735-748.
[19]陈祖煜.边坡稳定分析的塑性力学上限解和下限解,中国水利电力技术发展和成就[M].中国电力出版社,1997:198-208.
[20]朱大勇,钱七虎,周早生等.岩体边坡临界滑动场计算方法及其在露天矿边坡设计中的应用[J].岩石力学与工程学报,1999,18(5):497- 502.
[21]田景富,刘宏,金仁祥.岩质高陡边坡结构特征及变形特征分析[J].矿业研究与开发,2007,27(4):32-34.
[22]Whang Jiachen. Reliability Analysis of an Open Pit Coal Mine Slope[J]. International Journal of Rock Mechanics and Mining Science,2000,3:715~721.
[23]Wang Jiachen, Some Problems of the Stochastic Analysis on Slopes[J]. Ninth International Conference of Computer Methods and Advances in Geomech.Wuhan,China,1997.
[24]王家臣.基于岩体强度平均的边坡渐进破坏可靠性分析[J].中国矿大学报,1995,4:18~23.
[25]王家臣.边坡渐进破坏三维随机分析[J].煤炭学报,1997,1:27~31.
[26]王家臣.义马北露天煤矿工作帮边坡可靠性研究[J].岩土工程学报,2000,1:20~23.
[27]谢莫文,江崎哲郎,周国云等.基于GIS空间数据库的三维边坡稳定性分析[J].岩石力学与工程学报,2002,21(10):1494-1499.
[28]Goodman. R.E. Introduction of rock mechanics [M]. John Wiley & Sons. 1989.
[29]朱大勇,李悼芬,黄茂松等.对3种著名边坡稳定性计算方法的改进[J].岩石力学与工程学报,2005,24(2):183-194.
[30]杨强,朱玲,薛利军.基于三维多重网格法的极限平衡法在锦屏高边坡稳定性分析中的应用[J].岩石力学与工程学报,2005,24(12):5314-5318.
[31]徐卫亚,谈小龙,蒋中明.节理岩体边坡模糊稳定性分析方法研究[J].岩石力学与工程学报,2007,26(6):1232-1236.
[32]李术才,朱维申.三峡船闸高边坡岩体稳定性断裂损伤模型研究[J].人民长江,1998,29(12):3-5.
[33]李宁,崔政权,段庆伟等.节理化块体边坡失稳机理数值分析[J].岩土力学,1997,18(3):53-59.
[34]郑宏,谭国焕,刘德富.边坡稳定性分析的无条分法[J].岩土力学,2007,28(7):1285-1291.
[35]刘沐宇,冯夏庭.基于神经网络范例推理的边坡稳定性评价方法[J].岩土力学,2005,26(2):193-197.
[36]郑宏,冯强.石榴树包滑坡机制的有限元分析[J].岩石力学与工程学报,2004,23(10):1648～1653.
[37]郑颖人,赵尚毅,邓卫东.岩质边坡破坏机制有限元数值模拟分析[J].岩石力学与工程学报,2003,22(12):1943-1952.
[38]黄润秋.灾害性崩滑地质过程的全过程模拟[J].中国地质灾害与防治学报,1994,5(增刊):11-17.
[39]Y.M. Cheng,T. Lansivaara. W.B. Wei. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods [J]. Computers and Geotechnics,2007,24(3): 137-150.
[40]程康.三维极限平衡法边坡稳定性分析研究[J].中国地质灾害与防治学报,2001,12(4):18-20.
[41]Zhu D Y, Lee C F,Jiang H D. Generalised framework of limit equilibrium methods and numerical procedure for slope stability analysis[J]. Geotechnique,2003,53(4):377~395.
[42]Zuyu Chen,Xiaogang Wang. A three-dimensional slope stability analysis method using the upper bound theorem[J]. International Journal of Rock Mechanics & Mining Sciences,2001,(38): 369–378.
[43]姚颖康,周传波,郭廖武等.深凹露天矿山岩质高陡边坡稳定性预测[J].金属矿山,2008,(3):42-45.
[44]李启月,李夕兵等.爆破载荷作用下高陡节理岩质边坡动态响应的3DEC模拟[J].矿冶工程,2008,28(5):18-22.
[45]张夏欢,高谦. GOCAD地质三维建模技术在矿山边坡工程中的应用[J].矿业快报, 2008,9(9):113~114.
[46]黄润秋.岩石高边坡发育的动力过程及其稳定性控制[J].岩石力学与工程学报,2008,27(8):1525-1544.
[47]李扬,梅林芳,周传波.露天转地下崩落法开采对高陡边坡影响的数值模拟[J].矿冶工程,2008,28(3):14-18.
[48]杨占军.露井联合开采对边坡及地表稳定性影响的研究[J].露天采矿技术,2008,(4):1-3.
[49]杨洪海,尚文凯.露井联采作用下边坡变形破坏机理浅析[J].露天采矿技术,2006,(3):8-10.
[50]任高峰,张世雄.露井联合开采条件下矿山边坡运动损害规律研究[J].矿业安全与环保,2008,35(6):11-13.
[51]刘保宽,吴吉南,朱建明等.露天边坡下采区大巷围岩稳定性研究[J].中国矿业,2008,17(8):59-62.
[52]高富,艾夕辉等. GPS、GIS技术在西庄河流域滑坡灾害研究中的应用[J].山地学报,2003(2) :239-245
[54]Hoe I. Ling. Recent applications of sliding block theory to geotechnical design[J]. Soil Dynamics and Earthquake Engineering ,2001,21:189-197.
[54]Toshitaka Kamai. Monitoring the process of ground failure in repeated landslides and associated stability assessments[J]. Engineering Geology,1998,50:71–84.
[55]周创兵,陈益峰.基于相空间重构的边坡位移预测[J].岩土力学,2000,21(3):205-208.
[56]张悼元.滑坡防治工程的现状与发展展望[J].地质灾害与环境保护,2000, 12(2): 89-97.
[57]崔政权,李宁编著.边坡工程:理论与实践最新发展[M].中国水利水电出版社,1999.
[58]殷坤龙,韩再生.国际滑坡研究的新进展[J].水文地质工程地质,2000,(5):1-3.
[59]周萃英,汤连生,晏同珍.滑坡灾害系统非线性动力学研究[J].长春地质学院学报,1995,25(3):310~316.
[60]周萃英,汤连生,晏同珍.滑坡灾害系统的自组织[J].中国地质灾害与防治学报,1997,8(1): 7-11.
[61]易顺民,张首丽.滑坡活动时空结构的信息维特征及其工程意义[J].水文地质工程地质,1998,5:48-51.
[62]黄润秋,许强.突变理论在工程地质中的应用[J].工程地质学报,1993,1(3):65~73.
[63]马军,才庆祥,陈树召等.复合煤层条件下拉斗铲作业方式优化研究[J] .采矿与安全工程学报,2006,23(2):155-158.
[64]Bucyrus-Erie Company. Walking Draglines-Terminology/Application/Selection[C]. 2001.[17] The Marion Division of INDRESCO Inc. The Fundamentals of the Dragline (6th edition). 1993.
[65]杨云浩,邹德仑,张幼蒂,周光.露天矿采用倒堆工艺下铲型规格的选择[J].露天采矿技术,2003,2:1-4.
[66]解德国,刘光,董万江.黑岱沟露天煤矿技术改造工程拉铲的选型和优化[J].露天采矿技术,2003,1:6-8.
[67]张幼蒂,李克民,尚涛等.露天矿倒堆剥离工艺的发展及其应用前景[J].中国矿业大学学报,2002,31(4):331-334.
[68]张幼蒂,傅洪贤,王启瑞,夏松林.抛掷爆破与剥离台阶开采参数分析[J].中国矿业大学学报,2003,32(1):27-30.
[69]王平亮,田爱民.吊斗铲—单斗—卡车联合工作线长度确定.露天采煤技术[J],2001,3:10-11.
[70]陈树召.拉斗铲无运输倒堆工艺下运煤系统优化研究[D].中国矿业大学,2005
[71]梅晓仁,王永军.拉铲倒堆开采工艺推土机降段高度优化[J].辽宁工程技术大学,2009,28,3:355-358
[72]张幼蒂,傅洪贤,王启瑞等.抛掷爆破与剥离台阶开采参数分析[J].中国矿业大学学报,2003,32(1):27-30.
[73]Ludwiczak, J. T. Blast casting. Don’t Let It Carry You Away[ J]. Explos. Eng, 1985, 3(1).
[74]马军,李克民.抛掷爆破与拉斗铲倒堆工艺研究[J].中国矿业,2003,12(7):44-46.
[75]周洪文.爆破振动对露天矿边坡影响的模糊测度研究.[D]:武汉,武汉理工大学,2004.
[76]梁冰,孙维吉,杨冬鹏等.抛掷爆破对内排土场边坡稳定性影响的试验研究[J].岩石力学与工程学报,2009,28,8:710-715
[77]孙豁然,佟彦军,李孝林等.露天煤矿抛掷爆破振动效应的研究[J].爆破,2008,25,3:69-73
[78]李克民,张幼蒂,傅洪贤.露天煤矿抛掷爆破参数分析.采矿与安全工程学报[J],2006,23,4:423-426
[79]刘勇.大型露天煤矿近水平矿产靠帮开采设计理论与应用技术研究[D].中国矿业大学,2006
[80]芮勇勤.蠕动边坡稳定性及其变形失稳的预测与控制[D].中国矿业大学,2006
[81]梁润.抛掷爆破的岩石抛掷速度.武汉水利电力学院学报,1980,3:39-46
[82]Jiang J., Sun Y., Morrongiello M. Analysis of slope stability and interaction with underground workings. 2005 SME Annual Meeting[C]: Got Mining - Preprints, 2005 SME Annual Meeting: Got Mining - Preprints, 2005, p 771-780
[83] Choi Yosoon, Park Hyeong-Dong, Sunwoo Choon. Flood and gully erosion problems at the Pasir open pit coal mine[J].Indonesia: A case study of the hydrology using GIS. Bulletin of Engineering Geology and the Environment, 2008,67( 2): 251-258
[84]Stacey T.R., Xianbin Y., Armstrong R., Keyter G.J. New slope stability considerations for deep open pit mines[J]. Journal of The South African Institute of Mining and Metallurgy,2003(103) 6:373-389
[85] Cai Meifeng, Xie Mowen; Li Chunlei. GIS-based 3D limit equilibrium analysis for design optimization of a 600 m high slope in an open pit mine[J]. Journal of University of Science and Technology Beijing: Mineral Metallurgy Materials (Eng Ed), 2007,14(1):1-5.
[86] Deng J. ,Peng Z., Gu D.S. Reliability assessment of an open-pit slope using finite element strength reduction method and response surface method[C]. Proceedings of the International Young Scholars' Symposium on Rock Mechanics - Boundaries of Rock Mechanics Recent Advances and Challenges for the 21st Century, Proceedings of the International Young Scholars' Symposium on Rock Mechanics - Boundaries of Rock Mechanics Recent Advances and Challenges for the 21st Century, 2008, 459-462.
[87] Cravero M., Iabichino G., Lo Presti, D. Analysis of a rock slope failure in a limestone open pit[C]. Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands, v 2, Proceedings of the 1st Canada-US Rock Mechanics Symposium - RockMechanics Meeting Society's Challenges and Demands, 2007, 1301-1309.
[88] Bye A.R., Bell, F.G. Stability assessment and slope design at Sandsloot open pit[J].South Africa. International Journal of Rock Mechanics and Mining Sciences, 2001,38(3):p 449-466.
[89] Noon D., Harries N. Slope stability radar for managing rock fall risks in open cut mines[J]. Australasian Institute of Mining and Metallurgy Publication Series, 6th Large Open Pit Mining Conference 2007 - Proceedings, 2007, 93-97.
[90]Patnayak Sibabrata, Reddy K. Narendar, Gupta R.N. Slope stability analysis of a lead-zinc open pit mine using limit equilibrium and numerical methods[J]. International Journal of Surface Mining, Reclamation and Environment, 2002,16(3):p 196-216.
[91] Zhu Nai-Long, Zhang Shi-Xiong, Yue Shu-Yu. Study on determination of the stable slope conFigureuration for deep open pit mine[J]. Journal of Zhejiang University: Science A, 2008,9(9): 1208-1213.
[92] Mattern J.R. Open pit slope design and stability challenges at the rio tinto borax boron mine. 2004 SME Annual Meeting Preprints, 2004 SME Annual Meeting Preprints[C], 2004.
[93] Zhou Chunmei, Li Xianfu, Qin Sunwei, Qiu Dandan, Wu Yanlin, Xiao Yun, Zhou Jian. Automatic monitoring system for high-steep slope in open-pit mine based on GPS and data analysis. Proceedings of SPIE - The International Society for Optical Engineering[C], 2008
[94] Singh V.K., Singh J.K., Kuma A. Geotechnical study for optimizing the slope design of a deep open-pit mine[J].India. Bulletin of Engineering Geology and the Environment, 2005,(64),3, 303-309.
[95] Li Shouju, Liu Yingxi, He, Xiang. Slope stability analysis procedure in open mines using global search algorithm. Proceedings in Mining Science and Safety Technology[J], 2002.
[96] Moffitt K.M., Rogers S.F., Beddoes R.J., Greer S. Analysis of slope stability in strong, fractured rock at the Diavik Diamond Mine, NWT. Proceedings of the 1st Canada-US Rock Mechanics Symposium [C], 2007.
[97] Klingmann S., Blackwell, G. The application of digital video plotter (DVP) systems to the location and orientation of open pit wall slope features[J]. CIM Bulletin, 2003,96, (10): 72-75.
[98] Naismith W.A., Wessels S.D.N. Management of a major slope failure at Nchanga Open Pit, Chingola, Zambia[J]. Journal of The South African Institute of Mining and Metallurgy, 2005, 105(9), 619-626.
[99] Simmons John V., McManus Dennis A. Shear strength framework for design of dumped spoil slopes for open pit coal mines. Advances in Geotechnical Engineering: The Skempton Conference - Proceedings of a Three Day Conference on Advances in Geotechnical Engineering[C], 2004.
[100]Grenon M., Lebleu C., Laflamme A.J., Mostafavi M.A. The application of resource modeling and GIS tools to establish the kinematic stability of rock slopes. Proceedings of the 1st Canada-US RockMechanics Symposium [C], 2007.
[101]Wenxiu Li, Lanfang Dai, Shengtao Zhao. Fuzzy mathematical model for analysis of rock mass displacements due to open-pit mining. Geotechnical Special Publication, n.150, Soil and Rock Behavior and Modeling - Proceedings of the GeoShanghai Conference[C], 2006.
[102] Reeves B.A., Stickley G.F., Noon, D.A., Longstaff I.D. Developments in monitoring mine slope stability using radar interferometry[J]. International Geoscience and Remote Sensing Symposium (IGARSS), 2000,5, 2325-2330.
[103] Elmo D., Vyazmensky A., Stead D., Ranee J.R. A hybrid FEM/DEM approach to model the interaction between open-pit and underground block-caving mining. Proceedings of the 1st Canada-US Rock Mechanics Symposium[C],2007.
[104]Zamani Mehdi. A more general model for the analysis of the rock slope stability[J]. Sadhana - Academy Proceedings in Engineering Sciences, 2008 ,33(4), p433-441.
[105]Stacey T.R. Stability of rock slopes in open pit mining and civil engineering situations[C]. Journal of The South African Institute of Mining and Metallurgy, 2006,106(7),101-109.
[106] Duran A. Pit Slope Management - Planning for Your Next Failure in Open Cut Mining[C]. Australasian Institute of Mining and Metallurgy Publication Series, n 5, 2003, p 223-231.
[107] Dutton, A.J. Pasminco Century mine open pit slope design - a geotechnical perspective[J]. Australasian Institute of Mining and Metallurgy Publication Series, 2000,3, 283-289.
[108] Srikant A., Brannon C., Flint D.C., Casten T. Geotechnical characterization and design for the transition from the Grasberg Open Pit to the Grasberg Block Cave mine. Proceedings of the 1st Canada[C], 2007.
[109] Wei Zuoan, Yin Guangzhi, Wan Ling, Shen Louyan. Case history of controlling a landslide at Panluo open-pit mine in China[J]. Environmental Geology, 2008,(54), 4:699-709.
[110] Booth P.A., Hamman, E.C.F. Saprolites, structures and slope angles - Applying site-specific geotechnical and mining knowledge to achieve the final design. 6th Large Open Pit Mining Conference 2007 - Proceedings[C], 2007.