钱家营近距离煤层煤岩体破坏与巷道优化支护研究
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摘要
研究深部近距离煤层群的开采对于深部煤矿资源的开采具有十分重要的意义。针对目前近距离煤层群开采偏重于岩石或者煤体的单体研究,本文着重从煤岩组合体的整体破坏出发,借助MTS研究了不同围压条件下近距离煤层群煤岩组合体的变形破坏,获得了煤岩组合体破坏时峰值强度的临界条件,并获得了峰值强度、泊松比和弹性模量等参数随围压的变化关系。矿井煤岩组合体的破坏是能量释放和能量耗散的综合作用结果,建立了不同围压作用下的基于能量释放的煤岩组合体的整体破坏准则,揭示了这种煤岩组合体整体破坏的物理力学机制。以此为基础,借用不连续变形分析,分别研究多次动压下近距离煤层开采对邻近层及煤柱的影响,并提出了近距离煤层群巷道的支护理念。现场监测数据与不连续变形分析(DDA)分析较为吻合,证实DDA方法将可为锚杆支护巷道的优化设计提供参考。
It is great significance to investigate mining close coal seam in deep mining engineering of coal resources. The current emphasis of most relationship research on close coal seam is on the failure of single rock or coal. The dissertation focuses on the whole failure of the combination coal-rock sample. MTS experimental system has been employed to investigate the deformation and failure of close coal seam coal-rock samples under different confining pressures. And the relationship between critical condition of peak strength, Poisson's ratio, and elastic modulus with confining pressure parameters has been obtained. The failure of coal-rock sample in coal mine is the coupled effects of energy release and energy dissipation. Therefore, a whole coal-rock failure criterion based on energy release theory under different confining pressures has been correspondingly obtained. And the physical mechanical mechanisms of the whole failure of coal-rock sample have been revealed. On this basis, based on Discontinuous Deformation Analysis, the effects of several dynamic pressures on the adjacent layer of coal mining and coal pillar have been simulated, and an optical supporting idea for tunnels in close coal seams has been presented. The simulation results based on Discontinuous Deformation Analysis (DDA) is more consistent with on-site monitoring data. This analysis confirmed that the DDA method can be used to optimize of bolting support design.
It is great significance to investigate mining close coal seam in deep mining engineering of coal resources. The current emphasis of most relationship research on close coal seam is on the failure of single rock or coal. The dissertation focuses on the whole failure of the combination coal-rock sample. MTS experimental system has been employed to investigate the deformation and failure of close coal seam coal-rock samples under different confining pressures. And the relationship between critical condition of peak strength, Poisson's ratio, and elastic modulus with confining pressure parameters has been obtained. The failure of coal-rock sample in coal mine is the coupled effects of energy release and energy dissipation. Therefore, a whole coal-rock failure criterion based on energy release theory under different confining pressures has been correspondingly obtained. And the physical mechanical mechanisms of the whole failure of coal-rock sample have been revealed. On this basis, based on Discontinuous Deformation Analysis, the effects of several dynamic pressures on the adjacent layer of coal mining and coal pillar have been simulated, and an optical supporting idea for tunnels in close coal seams has been presented. The simulation results based on Discontinuous Deformation Analysis (DDA) is more consistent with on-site monitoring data. This analysis confirmed that the DDA method can be used to optimize of bolting support design.
引文
1. http://www.gov.cn/jrzg/2008-02/29/content_905792.htm
2. 谢和平.深部高应力下的开采--现状、基础科学问题与展望[A].见：香山科学会议编.科学前沿与未来,第175次香山科学会议[C].北京：中国环境科学出版社,2002：179-191
3. 钱鸣高,缪协兴,许家林,茅献彪.岩层控制的关键层理论.中国矿业大学出版社,2000
4. Paterson MS, Wong TF. Experimental Rock Deformation-the Brittle Field. Berlin:Springer; 2005.
5. Jaeger JC, Cook N G W, Zimmerman R W. Fundamentals of rock mechanics.4thed. Oxford: Blackwell; 2007.
6. Wagner H. Undergroud openings in overstressed rock. Proceedings of the 6th International Congress on rock mechanics, Montreal,1987
7. Stephansson 0. Rock Mechanics Research for Radioactive Waste Disposal in Sweden [J]. International Society for Rock Mechanics News Journal,1999,6(1):18～26
8. Stephansson O(Guest editor). International Journal of Rock Mechanics and Mining Sciences, Special Issue:DECOVALEX Ⅰ.1995,35(3):389～535
9. Stephansson O(Guest editor). International Journal of Rock Mechanics and Mining Sciences, Special Issue:DECOVALEX Ⅱ.2001,38(1):1～161
10. Stephansson O, Hudson J A, Jing L (eds). Int Conf on Coupled T-H-M-C Processes in Geosystems: GeoProc 2003(DECOVALEX) Stockholm,2003,147～152
11. Heuze F E. High-temperature mechanical, physical and thermal properties of granitic rocks-a review [J]. Int J Rock Mech Sci&Geomech Abstr,1983,20(1):3～10
12.谢和平,彭苏萍,何满潮主编.深部开采基础理论研究与工程实践[M].科学出版社出版,2006
13.周宏伟,谢和平,左建平.深部高地应力下岩石力学行为研究进展[J].力学进展,2005,35(1)：91-99.
14.陈颙.岩石物理学.北京：北京大学出版社.2001
15. Bieniawski Z T. Mechanism of brittle fracture of rock. Part Ⅰ:Theory of the fracture process; Part Ⅱ:Experimental studies; Part Ⅲ:Fracture in tension and under long-term loading [J]. Int. J. Rock Mech. Sci.&Geomech. Abstr.,1967,4:395～430
16. Edmond J M, Paterson M S. Volume changes during the deformation of rocks at high pressure [J]. Int. J. Rock Mech. Min. Sci.& Geomech Abstr,1972,9:161～182
17. Kwasniewski M. Laws of brittle failure and of B-D transition in sandstone. In:Maury V, Fourmaintrax D eds. Rock at Great Depth., Rotterdam:A. A. Balkema,1989:45～58
18.秦四清.岩石声发射技术概论[M].成都：西南交通大学出版社,1993
19.周维垣主编.高等岩石力学[M].北京：水利电力出版社,1990
20.冯夏庭,刁心宏.智能岩石力学(1)—导论.岩石力学与工程学报.1999,18(2)：222～226；
21.许锡昌,刘泉声.高温下花岗岩基本力学性能初步研究[J].岩石力学与工程学报,2000,22(3)：332～335
22.王靖涛,赵爱国,黄明昌.花岗岩断裂韧度的高温效应[J].岩土工程学报,1989,11(6)：113～118
23.张静华,王靖涛,赵爱国.高温下花岗岩断裂特性的研究[J].岩土力学,1987,8(4)：11～16
24.伏拉罗维奇MII等著,蒋凤亮,于允生译.高温高压下岩石和矿物物理性质的研究[M].地震出版社,1982
25.谢和平.岩石混凝土损伤力学[M].徐州：中国矿业大学出版社,1990
26.邓明德,耿乃光,崔承禹等.岩石应力状态改变引起岩石热状态改变的研究[J].中国地震,1997,13(2)：179～185
27.钱鸣高.20年来采场围岩控制理论和实践的回顾[J].中国矿业大学学报,2000,19(1)：1-4
28.古德生.金属矿床深部开采中的科学问题[A].见：香山科学会议编.科学前沿与未来(第六集)[C].北京：中国环境科学出版社,2002：192-201
29. Paterson M S. Experimental deformation and faulting in Wombeyan marble. Bull. Geol. Soc. Am. 1958,69:465～467
30. Heard H C. Transition from brittle fracture to ductile flow in Solenhofen limestone as a function of temperature, confining pressure, and intertitial fluid pressure. In:Rock Deformation. Griggs D, Handin J eds. Geol. Soc. Am. Menoir.,1960,79:193～226
31. Mogi K.. Deformation and fracture of rocks under confining pressure (2). Elasticity and plasticity of some rocks. Bull. Earthquake Res. Inst..TokyoUniv.1965,43:349～379
32. Mogi K. Pressure dependence of rock strength and transition from brittle fracture to ductile flow [J]. Bull. Earthquake Res. Inst. Tokyo Univ.,1966,44:215～232
33. Brace W F, Paulding B W, Scholz C. Dilatancy in the fracture of crystalline rocks [J]. J. Geophys. Res,1966,71(16):3939～3953
34. Sibson R H. Fault rock sand fault mechanism [J]. J. Geol. Soc., London,1977,133:191～213
35. Shimada M, Liu Juntai. Temperature dependence of granite strength under high confining pressures and the brittle-ductile hypothesis for seismogenic zones in the crust. Proceedings of the International Conference on "Deformation Mechanism. Rheology and Microstructures".1999,46
36. Wong T F. Effects of temperature and pressure on failure and post-failure behavior of Westerly granite [J]. Mechanics of Materials,1982,1:3～17
37. Malan D F. Manuel Rocha Medal Recipient:Simulation the Time-dependent Behaviour of Excavations in Hard Rock [J]. Rock Mechanics and Rock Engineering,2002,35(4):225～254
38. BlacicJ.D.Importanceofcreepfailureofhardrockjointsinthenearfieldofanuclearwasterepository.InPro c.WorkshoponNearfieldPhenomenoninGeologicRepositoriesforRadioactiveWaste.Seattle.1981: 121-132
39. Malan D.F., Bosman J.D.. Aviscoplastic approach to the modeling of time-dependent rock behaviour at Hartebeestfontein Gole Mine. In:Gurtunca R.G., Hagan T.O. (eds.) SARES97, Johannesburg.1997:117-130
40.蔡美峰,何满潮.岩石力学.北京：科学出版社,2002
41. Jaeger, J.C., Cook, N.G.W., Zimmerman, R.W.,2007. Fundamentals of rock mechanics.4th ed. Oxford:Blackwell.
42. Griffith, A.A.,1921. The phenomena of rupture and flow in solids. Philosophical Transactions of the Royal Society of London Serial A.221:163-198.
43. Orowan E. Fracture and Strength of Solids, Rep. Progr. Phys.12,185-232. (40) 1949
44.王小虎.岩石断裂的研究现状浅析.四川地质学报,2007,27(2)
45.陈庆宣,王维襄,孙叶,等.岩石力学与构造应力场分析[M].北京：地质出版社,1998
46.奚正志,周占波,陈洪.岩石断裂和损伤的研究现状.山西建筑,2008,34(5)
47. Kachanov L M. On the time to failure under creep condition. Izv, Akad, Nauk USSR, Otd. Tekhn. Nauk.1958,8:26-31
48. Rabotnov Y. N. Creep rupture. In:Applied Mechanics, Processing of the 12th International Congress of Applied Mechanics. Edited by Hetenyi M., et al, Standford-Springer-Verlag, Berlin. 1969:342-349
49. Rabotnov Y. N. On the equations of state for creep. In:Progress in Applied Mechanics,1963: 307-315
50. Lemaitre J. and Chaboche J L.. Mechanics of Solid Materials. Cambridge University Press,1990
51. Dougill J. W.. et al. Mechanics in Engineering. ASCE. EMD,1976:333-355
52. Dragon A. and Mroz Z. A continuum model for plastic brittle behavior of rock and concrete. International Journal Engineering Science.1979,17.121-137
53. Krajcinovic D. et al. The Continuum damage theory of Brittle materials. J. Appl. Mech.1981, 48(4):809-815
54.周维恒.高等岩石力学.北京：水利水电出版社,1990
55.钱鸣高,刘听成.矿山压力及其控制.煤炭工业出版社,1991
56.陈炎光,陆士良.中国煤矿巷道围压控制.中国矿业大学出版社,1994
57. Salamon MDG. Energy consideration in rock mechanics:fundamental results. South AfrInst Metall, 1984,84(8):233-246
58.于学馥,于加,徐骏.岩石力学新概念与开挖结构优化设计.北京：科学出版社,1995
59.冯豫.我国软岩巷道支护的研究[J].矿山压力与顶板管理,1990,2：1-5
60.陆家梁.软岩巷道支护原则及支护方法[J].软岩工程,1990,3：20-24
61.郑雨天.关于软岩巷道地压与支护的基本观点.软岩巷道掘进与支护论文集,1985,531-35
62.朱效嘉.锚杆支护理论进展[J].光爆锚喷,1996,3：1-4
63.董方庭.巷道围岩松动圈支护理论[J].锚杆支护,1997,1：5-9
64.何满潮,孙晓明.中国煤矿软岩巷道工程支护设计与施工指南.科学出版社,2004
65.王家臣.极软厚煤层煤壁片帮与防治机理.煤炭学报,2007,32(8)：785-788
66.吴爱民.近距离煤层群巷道锚杆支护优化设计[硕士学位论文].中国矿业大学(北京),2005
67.钱家营1988-1998地质报告.开滦矿业集团钱家营矿地质科.2003
68.齐庆新、李纪青、毛德兵、傅京昱、张学亮.煤和岩石物理力学性质测定方法. 中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员会发布,2009.4.8发布
69. Hoek, E., Brown, E.T.,1997. Practical estimates of rock mass strength. Int. J. Rock. Mech. Min. Sci.34,1165-1186.
70.杨同,徐川,王宝学等.岩土三轴试验中的粘聚力与内摩擦角,中国矿业,2007,12
71.谢和平,彭瑞东,鞠杨.岩石变形破坏过程中的能量耗散分析[J].岩石力学与工程学报,2004,23(21)：3565～3570
72.李如生.非平衡态热力学和耗散结构[M].北京：清华大学出版社,1986
73.谢和平,鞠杨,黎立云.基于能量耗散与释放原理的岩石强度与整体破坏准则[J].岩石力学与工程学报,2005,24(17)：3003～3010
74.谢和平,彭瑞东,鞠杨.岩石变形破坏过程中的能量耗散分析[J].岩石力学与工程学报,2004,23(21)：3565-3570.
75.金丰年,蒋美蓉,高小玲.基于能量耗散定义损伤变量的方法[J].岩石力学与工程学报,2004,23(12)：1976-1980.
76.李树忱,李术才,朱维申,等.能量耗散弹性损伤本构方程及其在围岩稳定分析中的应用[J].岩石力学与工程学报,2005,24(15)：
77.2646-2653.
78.夏昌敬,谢和平,鞠杨,等.冲击载荷下孔隙岩石能量耗散的试验研究[J].工程力学,2006,23(9)：1-5.
79.杨圣奇,徐卫亚,苏承东.岩样单轴压缩变形破坏与能量特征研究[J].固体力学学报,2006,27(2)：213-216.
80.刘文岗,姜耀东,周宏伟,等.冲击倾向性煤体的细观特征与裂纹失稳的试验研究[J].湖南科技大学学报(自然科学版),2006,21(4)：14-18.
81.国家安全生产监督管理局,国家煤矿安全生产监督局.煤矿安全规程[M].北京：煤炭工业出版社,2005.
82.T.Ф.葛尔巴节夫,A.П.札柏.库兹巴斯煤层群上行顺序开采法[M].北京：煤炭工业出版社,1958.
83.张百胜,杨双锁,康立勋等.极近距离煤层回采巷道合理位置确定方法的探讨[J].岩石力学与工程学报,2008,27(1)：97-101.
84.峰峰矿务局二矿建下条采课题组.近距煤层群条带开采煤柱稳定性及覆岩与地表移动观测研究[J].煤矿开采,1994,(2)：34～37
85.吴立新,李保生,王金庄等.重复条采时上层煤柱应力变化及其稳定性的试验研究[J].煤矿开采,1994,(2)：37～40.
86.胡炳南.煤层群条带开采优化设计原则[J].煤矿设计,2000,(4)：3～6.
87.张俊英.多煤层条带开采模拟理论研究[J].煤炭学报,2000,25(增)：67～70.
88.张俊英.多煤层条带开采数值模拟研究[J].矿业研究与开发,1999,19(5)：4～7.
89.张立亚,邓喀中.多煤层条带开采地表移动规律[J].煤炭学报,2008,33(1)：28～32.
90.石根华.数值流形方法与非连续变形分析[M].裴觉民译.北京：清华大学出版社,1997.
91. SHI G H. Discontinuous deformation analysis:a new numerical model for the statics and dynamics of block systems [D]. Berkeley:University of California,1988.
92. WU Jian-hong, OHNISHI Y, NISHIYAMA S. Simulation of the mechanical behavior of inclined jointed rock masses during tunnel construction using Discontinuous Deformation Analysis (DDA) [J]. Int J Rock Mech Min Sci,2004,41(5):731-743.
93. HATZOR Y H, ARZI A A, ZASLAVSKY Y, SHAPIRA A. Dynamic stability analysis of jointed rock slopes using the DDA method:King Herod's Palace, Masada, Israe [J]. Int J Rock Mech Min Sci,2004,41(5):813-832.
94.鞠杨,左建平,宋振铎等.煤矿开采中的岩层应力分布与变形移动的DDA模拟[J].岩土工程学报,2007,29(2)：268-273.
95.左建平,陈忠辉,王怀文等.深部煤矿采动诱发断层活动规律的研究[J].煤炭学报,2009,34(3)：305-309.
96.吴爱民.近距离煤层群巷道锚杆支护优化设计[硕士学位论文].中国矿业大学(北京),2005
97. Shi G H, Goodman R E. Discontinuous deformation Analysis[R]. Proc.25thU.S.Symposiumon Rock Mechanics,1984,269-277.
98. Shi G H. Discontinuous Deformation Analysis:A New Numerical Model for the Statics and Dynamics of Block Systems [D]. University of California, Berkeley,1988.
99.石根华.裴觉民译.数值流形方法与非连续变形分析[M].北京：清华大学出版社,199
100. Koo C Y. Chen J C. The development of DDA with third order displacement function [A]. In：Proc. of the First International Forum on Discontinuous Deformation Analysis (DDA) and Simulations of Discontinuous Media[C]. Albuquerque:TIS Press,1996,342-350
101.刘军,李仲奎.非连续变形分析(DDA)方法研究现状及发展趋势[J].岩石力学与工程学报,2004,23(5)：839-845
102. Cheng Y M. Advances and improvements in discontinuous deformation analysis [J]. Computers and Geotechnics,1998。22 (2):153-163
103.郑榕明,张勇慧,王可均.耦合算法原理及有限元与DDA的耦合[J].岩土工程学报,2000,22(6)：727-730
104. Ke T C. Application of DDA to stability analysis of rock masses [A]. In:Proc. of the First International Forum on Discontinuous Deformation Analysis (DDA) and Simulations of Discontinuous Media[C]. Albuquerque:TIS Press,1996,334-342
105.殷坤龙,姜清辉,汪洋.滑坡运动过程仿真分析[J].地球科学——中国地质大学学报,2002,27(5)：632-636
106.张国新,武晓峰.裂隙渗流对岩石边坡稳定的影响——渗流、变形耦合作用的DDA法[J].岩石力学与工程学报,2003,22(8)：1269-1275
107.周少怀,杨家岭.DDA数值模型及其工程应用[J].岩土力学,2000,21(2)：123-125
108. Hsiung S M, Shi G H. Simulation of earthquake effects on underground excavations using discontinuous deformation analysis (DDA) [A]. In:Rock Mecganics for Industry [C]. [s.1.]: [s.n.],1999,1:1413-1420
109. Thomas P A, Bray J D. Discontinuous deformation analysis for soil mechanics [A]. In:Proc. of the First International Forum on Discontinuous Deformation Analysis (DDA) and Simulations of Discontinuous Media[C]. Albuquerque:TIS Press,1996,454-462
110.张国新,李广信,郭瑞平.不连续变形分析与土的应力应变关系[J].清华大学学报(自然科学版),2000,40(8)：102-105
111. Pearce C J, Thavalingam A, Liao Z, et al. Computational aspects of the discontinuous deformation analysis framework for modeling concrete fracture [J]. Engineering Fracture Mechanics,2000,65 (3):283-298
112.侯朝炯,江利.高强度锚杆.矿山压力与顶板管理,1997(3-4)：176-179
113.冯豫.我国软岩巷道支护的研究.矿山压力与顶板管理,1990.2
114.陆家良.软岩巷道支护原则及支护方法,软岩工程,1990.1
115.郑雨天.关于软岩巷道地压与支护的基本观点,软岩巷道掘进与支护论文集,1985.5
116.于学馥,郑颖人,刘怀恒等.地下工程围岩稳定分析,煤炭工业出版社,1983
117.何满潮,袁和生,靖洪文等.中国煤矿锚杆支护理论与实践[M].科学出版社,2004
118.何满潮,孙晓明.中国煤矿软岩巷道工程支护设计与施工指南[M].科学出版社,2004
119.柏建彪,侯朝炯,杜木民,等.复合顶板极软煤层巷道锚杆支护技术研究[J].岩石力学与工程学报,2001,20(1)：53-56.
120.李永友,李树清.深部软岩巷道锚注联合支护围岩承载机理分析.湖南科技大学学报(自然科学版),2008,23(1)：10-14.
121.张玉国,谢康和,何富连,等.锚网索支护软煤综放面开切眼围岩稳定性研究[J].岩石力学与工程学报,2004,23(19)：3298-3304.
122.康红普,林健,张冰川小孔径预应力锚索加固困难巷道的研究与实践[J].岩石力学与工程学报,2003,22(3)：387-390.
123.刘全林,杨敏.软弱围岩巷道锚注支护机理及其变形分析[J].岩石力学与工程学报,2002,21(8)：1158-1161.
124.李文平,王继成,王凯平,等.复杂峒室群软弱破碎岩体孤立岩墙加固研究[J].岩石力学与工程学报,2004,23(1)：79-85.
125.韩立军,林登阁,易恭猷.极不稳定回采巷道支护试验研究[J].煤炭科学技术,1997,25(2)：22-25.
126.张百胜,杨双锁,康立勋等.极近距离煤层回采巷道合理位置确定方法的探讨[J].岩石力学与工程学报,2008,27(1)：97-101.
127.陈精一.ANSYS工程分析实例教程.中国铁道出版社,2007
128.刘波,韩彦辉.FLAC原理实例与应用指南.人民交通出版社,2005
129. Cundall P. A.. Udec—A Generalised distinct element program for modeling jointed rock, final technical report, European research office, United States Army, London England,1980.
2. 谢和平.深部高应力下的开采--现状、基础科学问题与展望[A].见：香山科学会议编.科学前沿与未来,第175次香山科学会议[C].北京：中国环境科学出版社,2002：179-191
3. 钱鸣高,缪协兴,许家林,茅献彪.岩层控制的关键层理论.中国矿业大学出版社,2000
4. Paterson MS, Wong TF. Experimental Rock Deformation-the Brittle Field. Berlin:Springer; 2005.
5. Jaeger JC, Cook N G W, Zimmerman R W. Fundamentals of rock mechanics.4thed. Oxford: Blackwell; 2007.
6. Wagner H. Undergroud openings in overstressed rock. Proceedings of the 6th International Congress on rock mechanics, Montreal,1987
7. Stephansson 0. Rock Mechanics Research for Radioactive Waste Disposal in Sweden [J]. International Society for Rock Mechanics News Journal,1999,6(1):18～26
8. Stephansson O(Guest editor). International Journal of Rock Mechanics and Mining Sciences, Special Issue:DECOVALEX Ⅰ.1995,35(3):389～535
9. Stephansson O(Guest editor). International Journal of Rock Mechanics and Mining Sciences, Special Issue:DECOVALEX Ⅱ.2001,38(1):1～161
10. Stephansson O, Hudson J A, Jing L (eds). Int Conf on Coupled T-H-M-C Processes in Geosystems: GeoProc 2003(DECOVALEX) Stockholm,2003,147～152
11. Heuze F E. High-temperature mechanical, physical and thermal properties of granitic rocks-a review [J]. Int J Rock Mech Sci&Geomech Abstr,1983,20(1):3～10
12.谢和平,彭苏萍,何满潮主编.深部开采基础理论研究与工程实践[M].科学出版社出版,2006
13.周宏伟,谢和平,左建平.深部高地应力下岩石力学行为研究进展[J].力学进展,2005,35(1)：91-99.
14.陈颙.岩石物理学.北京：北京大学出版社.2001
15. Bieniawski Z T. Mechanism of brittle fracture of rock. Part Ⅰ:Theory of the fracture process; Part Ⅱ:Experimental studies; Part Ⅲ:Fracture in tension and under long-term loading [J]. Int. J. Rock Mech. Sci.&Geomech. Abstr.,1967,4:395～430
16. Edmond J M, Paterson M S. Volume changes during the deformation of rocks at high pressure [J]. Int. J. Rock Mech. Min. Sci.& Geomech Abstr,1972,9:161～182
17. Kwasniewski M. Laws of brittle failure and of B-D transition in sandstone. In:Maury V, Fourmaintrax D eds. Rock at Great Depth., Rotterdam:A. A. Balkema,1989:45～58
18.秦四清.岩石声发射技术概论[M].成都：西南交通大学出版社,1993
19.周维垣主编.高等岩石力学[M].北京：水利电力出版社,1990
20.冯夏庭,刁心宏.智能岩石力学(1)—导论.岩石力学与工程学报.1999,18(2)：222～226；
21.许锡昌,刘泉声.高温下花岗岩基本力学性能初步研究[J].岩石力学与工程学报,2000,22(3)：332～335
22.王靖涛,赵爱国,黄明昌.花岗岩断裂韧度的高温效应[J].岩土工程学报,1989,11(6)：113～118
23.张静华,王靖涛,赵爱国.高温下花岗岩断裂特性的研究[J].岩土力学,1987,8(4)：11～16
24.伏拉罗维奇MII等著,蒋凤亮,于允生译.高温高压下岩石和矿物物理性质的研究[M].地震出版社,1982
25.谢和平.岩石混凝土损伤力学[M].徐州：中国矿业大学出版社,1990
26.邓明德,耿乃光,崔承禹等.岩石应力状态改变引起岩石热状态改变的研究[J].中国地震,1997,13(2)：179～185
27.钱鸣高.20年来采场围岩控制理论和实践的回顾[J].中国矿业大学学报,2000,19(1)：1-4
28.古德生.金属矿床深部开采中的科学问题[A].见：香山科学会议编.科学前沿与未来(第六集)[C].北京：中国环境科学出版社,2002：192-201
29. Paterson M S. Experimental deformation and faulting in Wombeyan marble. Bull. Geol. Soc. Am. 1958,69:465～467
30. Heard H C. Transition from brittle fracture to ductile flow in Solenhofen limestone as a function of temperature, confining pressure, and intertitial fluid pressure. In:Rock Deformation. Griggs D, Handin J eds. Geol. Soc. Am. Menoir.,1960,79:193～226
31. Mogi K.. Deformation and fracture of rocks under confining pressure (2). Elasticity and plasticity of some rocks. Bull. Earthquake Res. Inst..TokyoUniv.1965,43:349～379
32. Mogi K. Pressure dependence of rock strength and transition from brittle fracture to ductile flow [J]. Bull. Earthquake Res. Inst. Tokyo Univ.,1966,44:215～232
33. Brace W F, Paulding B W, Scholz C. Dilatancy in the fracture of crystalline rocks [J]. J. Geophys. Res,1966,71(16):3939～3953
34. Sibson R H. Fault rock sand fault mechanism [J]. J. Geol. Soc., London,1977,133:191～213
35. Shimada M, Liu Juntai. Temperature dependence of granite strength under high confining pressures and the brittle-ductile hypothesis for seismogenic zones in the crust. Proceedings of the International Conference on "Deformation Mechanism. Rheology and Microstructures".1999,46
36. Wong T F. Effects of temperature and pressure on failure and post-failure behavior of Westerly granite [J]. Mechanics of Materials,1982,1:3～17
37. Malan D F. Manuel Rocha Medal Recipient:Simulation the Time-dependent Behaviour of Excavations in Hard Rock [J]. Rock Mechanics and Rock Engineering,2002,35(4):225～254
38. BlacicJ.D.Importanceofcreepfailureofhardrockjointsinthenearfieldofanuclearwasterepository.InPro c.WorkshoponNearfieldPhenomenoninGeologicRepositoriesforRadioactiveWaste.Seattle.1981: 121-132
39. Malan D.F., Bosman J.D.. Aviscoplastic approach to the modeling of time-dependent rock behaviour at Hartebeestfontein Gole Mine. In:Gurtunca R.G., Hagan T.O. (eds.) SARES97, Johannesburg.1997:117-130
40.蔡美峰,何满潮.岩石力学.北京：科学出版社,2002
41. Jaeger, J.C., Cook, N.G.W., Zimmerman, R.W.,2007. Fundamentals of rock mechanics.4th ed. Oxford:Blackwell.
42. Griffith, A.A.,1921. The phenomena of rupture and flow in solids. Philosophical Transactions of the Royal Society of London Serial A.221:163-198.
43. Orowan E. Fracture and Strength of Solids, Rep. Progr. Phys.12,185-232. (40) 1949
44.王小虎.岩石断裂的研究现状浅析.四川地质学报,2007,27(2)
45.陈庆宣,王维襄,孙叶,等.岩石力学与构造应力场分析[M].北京：地质出版社,1998
46.奚正志,周占波,陈洪.岩石断裂和损伤的研究现状.山西建筑,2008,34(5)
47. Kachanov L M. On the time to failure under creep condition. Izv, Akad, Nauk USSR, Otd. Tekhn. Nauk.1958,8:26-31
48. Rabotnov Y. N. Creep rupture. In:Applied Mechanics, Processing of the 12th International Congress of Applied Mechanics. Edited by Hetenyi M., et al, Standford-Springer-Verlag, Berlin. 1969:342-349
49. Rabotnov Y. N. On the equations of state for creep. In:Progress in Applied Mechanics,1963: 307-315
50. Lemaitre J. and Chaboche J L.. Mechanics of Solid Materials. Cambridge University Press,1990
51. Dougill J. W.. et al. Mechanics in Engineering. ASCE. EMD,1976:333-355
52. Dragon A. and Mroz Z. A continuum model for plastic brittle behavior of rock and concrete. International Journal Engineering Science.1979,17.121-137
53. Krajcinovic D. et al. The Continuum damage theory of Brittle materials. J. Appl. Mech.1981, 48(4):809-815
54.周维恒.高等岩石力学.北京：水利水电出版社,1990
55.钱鸣高,刘听成.矿山压力及其控制.煤炭工业出版社,1991
56.陈炎光,陆士良.中国煤矿巷道围压控制.中国矿业大学出版社,1994
57. Salamon MDG. Energy consideration in rock mechanics:fundamental results. South AfrInst Metall, 1984,84(8):233-246
58.于学馥,于加,徐骏.岩石力学新概念与开挖结构优化设计.北京：科学出版社,1995
59.冯豫.我国软岩巷道支护的研究[J].矿山压力与顶板管理,1990,2：1-5
60.陆家梁.软岩巷道支护原则及支护方法[J].软岩工程,1990,3：20-24
61.郑雨天.关于软岩巷道地压与支护的基本观点.软岩巷道掘进与支护论文集,1985,531-35
62.朱效嘉.锚杆支护理论进展[J].光爆锚喷,1996,3：1-4
63.董方庭.巷道围岩松动圈支护理论[J].锚杆支护,1997,1：5-9
64.何满潮,孙晓明.中国煤矿软岩巷道工程支护设计与施工指南.科学出版社,2004
65.王家臣.极软厚煤层煤壁片帮与防治机理.煤炭学报,2007,32(8)：785-788
66.吴爱民.近距离煤层群巷道锚杆支护优化设计[硕士学位论文].中国矿业大学(北京),2005
67.钱家营1988-1998地质报告.开滦矿业集团钱家营矿地质科.2003
68.齐庆新、李纪青、毛德兵、傅京昱、张学亮.煤和岩石物理力学性质测定方法. 中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员会发布,2009.4.8发布
69. Hoek, E., Brown, E.T.,1997. Practical estimates of rock mass strength. Int. J. Rock. Mech. Min. Sci.34,1165-1186.
70.杨同,徐川,王宝学等.岩土三轴试验中的粘聚力与内摩擦角,中国矿业,2007,12
71.谢和平,彭瑞东,鞠杨.岩石变形破坏过程中的能量耗散分析[J].岩石力学与工程学报,2004,23(21)：3565～3570
72.李如生.非平衡态热力学和耗散结构[M].北京：清华大学出版社,1986
73.谢和平,鞠杨,黎立云.基于能量耗散与释放原理的岩石强度与整体破坏准则[J].岩石力学与工程学报,2005,24(17)：3003～3010
74.谢和平,彭瑞东,鞠杨.岩石变形破坏过程中的能量耗散分析[J].岩石力学与工程学报,2004,23(21)：3565-3570.
75.金丰年,蒋美蓉,高小玲.基于能量耗散定义损伤变量的方法[J].岩石力学与工程学报,2004,23(12)：1976-1980.
76.李树忱,李术才,朱维申,等.能量耗散弹性损伤本构方程及其在围岩稳定分析中的应用[J].岩石力学与工程学报,2005,24(15)：
77.2646-2653.
78.夏昌敬,谢和平,鞠杨,等.冲击载荷下孔隙岩石能量耗散的试验研究[J].工程力学,2006,23(9)：1-5.
79.杨圣奇,徐卫亚,苏承东.岩样单轴压缩变形破坏与能量特征研究[J].固体力学学报,2006,27(2)：213-216.
80.刘文岗,姜耀东,周宏伟,等.冲击倾向性煤体的细观特征与裂纹失稳的试验研究[J].湖南科技大学学报(自然科学版),2006,21(4)：14-18.
81.国家安全生产监督管理局,国家煤矿安全生产监督局.煤矿安全规程[M].北京：煤炭工业出版社,2005.
82.T.Ф.葛尔巴节夫,A.П.札柏.库兹巴斯煤层群上行顺序开采法[M].北京：煤炭工业出版社,1958.
83.张百胜,杨双锁,康立勋等.极近距离煤层回采巷道合理位置确定方法的探讨[J].岩石力学与工程学报,2008,27(1)：97-101.
84.峰峰矿务局二矿建下条采课题组.近距煤层群条带开采煤柱稳定性及覆岩与地表移动观测研究[J].煤矿开采,1994,(2)：34～37
85.吴立新,李保生,王金庄等.重复条采时上层煤柱应力变化及其稳定性的试验研究[J].煤矿开采,1994,(2)：37～40.
86.胡炳南.煤层群条带开采优化设计原则[J].煤矿设计,2000,(4)：3～6.
87.张俊英.多煤层条带开采模拟理论研究[J].煤炭学报,2000,25(增)：67～70.
88.张俊英.多煤层条带开采数值模拟研究[J].矿业研究与开发,1999,19(5)：4～7.
89.张立亚,邓喀中.多煤层条带开采地表移动规律[J].煤炭学报,2008,33(1)：28～32.
90.石根华.数值流形方法与非连续变形分析[M].裴觉民译.北京：清华大学出版社,1997.
91. SHI G H. Discontinuous deformation analysis:a new numerical model for the statics and dynamics of block systems [D]. Berkeley:University of California,1988.
92. WU Jian-hong, OHNISHI Y, NISHIYAMA S. Simulation of the mechanical behavior of inclined jointed rock masses during tunnel construction using Discontinuous Deformation Analysis (DDA) [J]. Int J Rock Mech Min Sci,2004,41(5):731-743.
93. HATZOR Y H, ARZI A A, ZASLAVSKY Y, SHAPIRA A. Dynamic stability analysis of jointed rock slopes using the DDA method:King Herod's Palace, Masada, Israe [J]. Int J Rock Mech Min Sci,2004,41(5):813-832.
94.鞠杨,左建平,宋振铎等.煤矿开采中的岩层应力分布与变形移动的DDA模拟[J].岩土工程学报,2007,29(2)：268-273.
95.左建平,陈忠辉,王怀文等.深部煤矿采动诱发断层活动规律的研究[J].煤炭学报,2009,34(3)：305-309.
96.吴爱民.近距离煤层群巷道锚杆支护优化设计[硕士学位论文].中国矿业大学(北京),2005
97. Shi G H, Goodman R E. Discontinuous deformation Analysis[R]. Proc.25thU.S.Symposiumon Rock Mechanics,1984,269-277.
98. Shi G H. Discontinuous Deformation Analysis:A New Numerical Model for the Statics and Dynamics of Block Systems [D]. University of California, Berkeley,1988.
99.石根华.裴觉民译.数值流形方法与非连续变形分析[M].北京：清华大学出版社,199
100. Koo C Y. Chen J C. The development of DDA with third order displacement function [A]. In：Proc. of the First International Forum on Discontinuous Deformation Analysis (DDA) and Simulations of Discontinuous Media[C]. Albuquerque:TIS Press,1996,342-350
101.刘军,李仲奎.非连续变形分析(DDA)方法研究现状及发展趋势[J].岩石力学与工程学报,2004,23(5)：839-845
102. Cheng Y M. Advances and improvements in discontinuous deformation analysis [J]. Computers and Geotechnics,1998。22 (2):153-163
103.郑榕明,张勇慧,王可均.耦合算法原理及有限元与DDA的耦合[J].岩土工程学报,2000,22(6)：727-730
104. Ke T C. Application of DDA to stability analysis of rock masses [A]. In:Proc. of the First International Forum on Discontinuous Deformation Analysis (DDA) and Simulations of Discontinuous Media[C]. Albuquerque:TIS Press,1996,334-342
105.殷坤龙,姜清辉,汪洋.滑坡运动过程仿真分析[J].地球科学——中国地质大学学报,2002,27(5)：632-636
106.张国新,武晓峰.裂隙渗流对岩石边坡稳定的影响——渗流、变形耦合作用的DDA法[J].岩石力学与工程学报,2003,22(8)：1269-1275
107.周少怀,杨家岭.DDA数值模型及其工程应用[J].岩土力学,2000,21(2)：123-125
108. Hsiung S M, Shi G H. Simulation of earthquake effects on underground excavations using discontinuous deformation analysis (DDA) [A]. In:Rock Mecganics for Industry [C]. [s.1.]: [s.n.],1999,1:1413-1420
109. Thomas P A, Bray J D. Discontinuous deformation analysis for soil mechanics [A]. In:Proc. of the First International Forum on Discontinuous Deformation Analysis (DDA) and Simulations of Discontinuous Media[C]. Albuquerque:TIS Press,1996,454-462
110.张国新,李广信,郭瑞平.不连续变形分析与土的应力应变关系[J].清华大学学报(自然科学版),2000,40(8)：102-105
111. Pearce C J, Thavalingam A, Liao Z, et al. Computational aspects of the discontinuous deformation analysis framework for modeling concrete fracture [J]. Engineering Fracture Mechanics,2000,65 (3):283-298
112.侯朝炯,江利.高强度锚杆.矿山压力与顶板管理,1997(3-4)：176-179
113.冯豫.我国软岩巷道支护的研究.矿山压力与顶板管理,1990.2
114.陆家良.软岩巷道支护原则及支护方法,软岩工程,1990.1
115.郑雨天.关于软岩巷道地压与支护的基本观点,软岩巷道掘进与支护论文集,1985.5
116.于学馥,郑颖人,刘怀恒等.地下工程围岩稳定分析,煤炭工业出版社,1983
117.何满潮,袁和生,靖洪文等.中国煤矿锚杆支护理论与实践[M].科学出版社,2004
118.何满潮,孙晓明.中国煤矿软岩巷道工程支护设计与施工指南[M].科学出版社,2004
119.柏建彪,侯朝炯,杜木民,等.复合顶板极软煤层巷道锚杆支护技术研究[J].岩石力学与工程学报,2001,20(1)：53-56.
120.李永友,李树清.深部软岩巷道锚注联合支护围岩承载机理分析.湖南科技大学学报(自然科学版),2008,23(1)：10-14.
121.张玉国,谢康和,何富连,等.锚网索支护软煤综放面开切眼围岩稳定性研究[J].岩石力学与工程学报,2004,23(19)：3298-3304.
122.康红普,林健,张冰川小孔径预应力锚索加固困难巷道的研究与实践[J].岩石力学与工程学报,2003,22(3)：387-390.
123.刘全林,杨敏.软弱围岩巷道锚注支护机理及其变形分析[J].岩石力学与工程学报,2002,21(8)：1158-1161.
124.李文平,王继成,王凯平,等.复杂峒室群软弱破碎岩体孤立岩墙加固研究[J].岩石力学与工程学报,2004,23(1)：79-85.
125.韩立军,林登阁,易恭猷.极不稳定回采巷道支护试验研究[J].煤炭科学技术,1997,25(2)：22-25.
126.张百胜,杨双锁,康立勋等.极近距离煤层回采巷道合理位置确定方法的探讨[J].岩石力学与工程学报,2008,27(1)：97-101.
127.陈精一.ANSYS工程分析实例教程.中国铁道出版社,2007
128.刘波,韩彦辉.FLAC原理实例与应用指南.人民交通出版社,2005
129. Cundall P. A.. Udec—A Generalised distinct element program for modeling jointed rock, final technical report, European research office, United States Army, London England,1980.
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