特厚煤层沿空掘巷围岩变形失稳机理及其控制对策
|
摘要
特厚煤层沿空掘巷围岩稳定性问题是国内外岩石力学和采矿学界关注的焦点问题。本文以神华宁夏煤业集团公司汝箕沟矿为工程背景,针对太西煤特厚煤层综采面沿空掘巷围岩变形失稳机理及其控制对策进行了深入系统的研究,对于特厚煤层开采减少煤炭损失、降低巷道支护成本、提高经济效益、保证矿井安全生产具有重要意义,对于汝箕沟矿区及我国中西部特厚煤层安全开采具有一定的借鉴意义和工程实用价值。
本文以“实用矿山压力控制理论”为指导,综合运用岩石力学、采矿学、软岩工程力学、材料力学、工程地质学等多学科理论,采用理论分析、室内实验、数值模拟和现场试验相结合的研究方法,建立了汝箕沟矿特厚煤层的覆岩运动和支承压力分布的围岩动态“结构力学模型”,确定其相关结构参数；揭示了其沿空巷道侧向应力分布时空规律,确定了内外应力场范围、峰值,内应力场小煤柱沿空掘巷的最佳位置、时间和合理尺寸；得出了在内应力场范围内掘巷,小煤柱主要以隔离采空区为主,承载为辅的重要结论；揭示了特厚煤层分层同采不同采动时空条件下,沿空掘巷围岩失稳机理,提出了相应的控制对一策。本文研究为特厚煤层无煤柱开采工作面区段煤柱留设与上覆岩层防控技术、采场布置合理参数与安全全正常接续方案的确定提供了重要的科学依据。
The surrounding rock stability control of the gob-side entry driving in the extra-thick coal seam is the focal point question of rock mechanics and mining academic at home and abroad. With the engineering background of Rujigou Coal Mine of Ningxia Shenhua Coal Group Company, this paper carry out systematical research in extra-thick coal seam compound mining along goaf roadway deformation instability mechanism and control countermeasures of Taixi Coal. It has a significance for extra-thick coal seam to reduce coal loss and the cost of roadway support,enhance economic efficiency and ensure mine production safety. It also has certain reference significance and practical value for extra-thick seam security exploitation of Rujigou Coal Mine area and central and western China.
With the guidance "practical mine pressure control theory", This article integrated applies rock mechanics, mining science, soft rock engineering mechanics, material mechanics, engineering geology science theory and so on, adopts combining research method of theoretical analysis, indoor experiment, numerical simulation and field test, established the "structure mechanics model" of the overlying strata rock movement of the extra-thick coal seam and the support pressure distribution rule of the mine,and confirmed the relevant parameter, through the research route of theoretical study, numerical simulation computation, field observation and various other methods, proclaim the
space-time regular pattern of the side direction stress distribution in the gob-side entry retaining,as well as the inside and outside stress field, peak, the paper established the elastic-plastic soften model, and determined the optimum position, time and rational space of the gob-side entry driving with small pillars under the inner stress field. It obtained a major consequence that small pillars were used to seclude the gob area primarily and support as auxiliary under the range of the inner stress field. It also revealed the instability and stability mechanism of the gob-side entry driving in the extra-thick coal seam in the different time and space high seam, and put forward corresponding control measures. As an consequence it could provide an important scientific basis for the coal pillar set for the mining work face area of the extra-thick coal seam, the technology of the overlaying strata technology, the reasonable parameters for the stope decorate and the determination of a safe normal continuous project.
本文以“实用矿山压力控制理论”为指导,综合运用岩石力学、采矿学、软岩工程力学、材料力学、工程地质学等多学科理论,采用理论分析、室内实验、数值模拟和现场试验相结合的研究方法,建立了汝箕沟矿特厚煤层的覆岩运动和支承压力分布的围岩动态“结构力学模型”,确定其相关结构参数；揭示了其沿空巷道侧向应力分布时空规律,确定了内外应力场范围、峰值,内应力场小煤柱沿空掘巷的最佳位置、时间和合理尺寸；得出了在内应力场范围内掘巷,小煤柱主要以隔离采空区为主,承载为辅的重要结论；揭示了特厚煤层分层同采不同采动时空条件下,沿空掘巷围岩失稳机理,提出了相应的控制对一策。本文研究为特厚煤层无煤柱开采工作面区段煤柱留设与上覆岩层防控技术、采场布置合理参数与安全全正常接续方案的确定提供了重要的科学依据。
The surrounding rock stability control of the gob-side entry driving in the extra-thick coal seam is the focal point question of rock mechanics and mining academic at home and abroad. With the engineering background of Rujigou Coal Mine of Ningxia Shenhua Coal Group Company, this paper carry out systematical research in extra-thick coal seam compound mining along goaf roadway deformation instability mechanism and control countermeasures of Taixi Coal. It has a significance for extra-thick coal seam to reduce coal loss and the cost of roadway support,enhance economic efficiency and ensure mine production safety. It also has certain reference significance and practical value for extra-thick seam security exploitation of Rujigou Coal Mine area and central and western China.
With the guidance "practical mine pressure control theory", This article integrated applies rock mechanics, mining science, soft rock engineering mechanics, material mechanics, engineering geology science theory and so on, adopts combining research method of theoretical analysis, indoor experiment, numerical simulation and field test, established the "structure mechanics model" of the overlying strata rock movement of the extra-thick coal seam and the support pressure distribution rule of the mine,and confirmed the relevant parameter, through the research route of theoretical study, numerical simulation computation, field observation and various other methods, proclaim the
space-time regular pattern of the side direction stress distribution in the gob-side entry retaining,as well as the inside and outside stress field, peak, the paper established the elastic-plastic soften model, and determined the optimum position, time and rational space of the gob-side entry driving with small pillars under the inner stress field. It obtained a major consequence that small pillars were used to seclude the gob area primarily and support as auxiliary under the range of the inner stress field. It also revealed the instability and stability mechanism of the gob-side entry driving in the extra-thick coal seam in the different time and space high seam, and put forward corresponding control measures. As an consequence it could provide an important scientific basis for the coal pillar set for the mining work face area of the extra-thick coal seam, the technology of the overlaying strata technology, the reasonable parameters for the stope decorate and the determination of a safe normal continuous project.
引文
1．何满潮,谢和平,彭苏萍等．深部开采岩体力学及工程灾害控制研究．深部开采基础理论与工程实践[M]．科学出版社,2006,1532
2．张玉卓．煤炭资源开发与矿区环境建设,资源环境科学与可持续发展技术—中国科协第三届青年学术年会论文集[C]．中国科学出版社,1998.8
3.宋振骐,彭林军等．煤矿重大事故预测和控制的动力信息系统基础的研究[M],煤炭工业出版社,2003
4.袁亮．低透气性煤层群无煤柱煤与瓦斯共采理论与实践[M]．煤炭工业出版社,2008
5.钱鸣高,刘听成,矿山压力及其控制[M].煤炭工业出版社,1991
6.姜耀东．巷道底臌机理及控制方法的研究[M].徐州：中国矿业大学,1993
7.陆士良编著．无煤柱护巷矿压显现研究[M]．北京：煤炭工业出版社,1993
8.何满潮．深部开采工程岩石力学的现状及其展望．见：中国岩石力学与工学会主编．第八次全国岩石力学与工程学术大会论文集[C]．北京：科学出版社,2004:88-94
9.吴爱祥．郭立,张卫锋．深井升采岩体破坏机理及工程控制方法综述[J].矿业研究与开发.2001.21(1)：4-7
10.董方庭．巷道围岩松动圈支护理论及其应用技术．煤炭工业出版社.2001
11.方祖烈．拉压域特征及主次承载区的维护理论．世纪之交软岩工程技术现状与展望[M]．北京：煤炭工业出版社,1999:48-51
12.姜福兴．采场顶板控制设计及其专家系统[M]．江苏徐州；中国矿业大学出版社,1995.205-212
13. Qian Minggao. A Study of the Behavior of Overlying Strata in Long wall Mining and its Application to Strata Control, Proceedings of the Symposium on Strata Mechanics[M]. Elsevier Scientific Publishing Company,1982:13-17
14.IO.J1.胡金,M. и.乌斯基诺夫,A.B.布拉依采夫等．崔梦庚译．煤层无煤柱开采[M]．徐州：中国矿业大学出版社,1991
15.何满潮,袁和生．中国煤矿锚杆支护理论与实践[M]北京：科学出版社,2004
16. HOU C J.Review of Roadway Control in Soft surrounding Rock Under Dynamic Pressured Journal of Coal Science&Engineering(China),2003.9(1):1-7.
17.何廷峻．工作面端头悬顶在沿空巷道中破断位置的预测[J].煤炭学报,2000,25(1):28-31．
18. Malan D. F. and S. M. Spottiswoode. Time-dependent fracture zone behavior and seismicity surrounding deep level stoping operations. In:Gibowicz and Lasocki eds, Rockburst and seismicity in mines, Rotterdam:Balkema.1997:173-177
19. Malan D. F. Simulation of the time-dependent behavior of excavations in hard rock.Rock Mechanics and Rock Engineering.2002,35(4):225-254
20. Malan D. F. And Basson F. R. P., Ultra-Deep Mining:The Increased Potential For Squeezing Conditions, The Journal Of The South African Institute Of Mining And Matallurgy, November/December. 1998:353-362
21. Diering D.H., Tunnels Under Pressure In An Ultra-Deep Wifwatersrand Gold Mine, The Journal Of The South African Institute Of Mining And Matallurgy, October,2000:319-324
22. Johnson. R. A And Schweitzer, Mining At Ultra-Depth, Evaluation Of Alternatives,Proc.2nd North Am. Roch Mech.Symp.NARMS'96, Montreal,1996:359-366
23.缪协兴,钱鸣高．采场围岩整体结构与砌体梁力学模型[J].矿山压力与顶板管理,1995(3,4)3-12
24.贾喜荣．坚硬顶板垮落机理及其工作面几何参数的确定,第三届采场矿压理论与实践讨论会论文集[C]．1986
25.唐春安．岩石破裂过程中的灾变[M].煤炭工业出版社,1993,6,112-121
26. Present Study of the Floor Rock Pressure Control in Gateways in China and Its Research Tendeny[J]第14.届国际岩石力学局科技会议,意大利都灵,1995(11)
27.宋振骐,蒋金泉．煤矿岩层控制的研究重点与方向[J].岩石力学与工程学报.1996(2):128-134.
28.彭林军,杨晓杰,陶毅等．寒区铁路隧道渗漏水治理技术[J].西安科技大学学报,2010(4):425-429
29.李顺才,柏建彪,董正筑．综放沿空掘巷窄煤柱受力变形与应力分析[J].矿山压力与顶板管理,2004(3):17-19
30.茅献彪,缪协兴等．采动覆岩中关键层的破断规律研究[J]．中国矿业大学学报．1998(1):39-42
31．张百胜．极近距离煤层开采围岩控制理论及技术研究[J].太原理工大学,2008
32.许家林,钱鸣高．覆岩关键层位置的判断方法[J].中国矿业大学学报,2000(5):463-467
33.翟英达．采场上覆岩层中的面接触块体结构及其稳定性力学机理[M].北京；煤炭工业出版社,2006
34.浦海,缪协兴．综放采场覆岩冒落与围岩支承压力分布规律的数值模拟[J].岩石力学与工程学报.2004.23(7)：1122-1126
35.姜福兴．王春秋,宋振骐．采场覆岩空间结构与应力场动态关系探讨,中国科协第46次青年科学家论坛”文集[C]．中国科学技术出版社,1999
36.姜耀东,刘文岗,赵毅鑫等．开滦矿区深部开采中巷道围岩稳定性研究[L].岩石力学与工程学报,2005,24(11)：1857-1862
37. Malan D.F.,Basson E.R.P. Ultra Deep Mining: The Increased Potential for Squeezing Conditions[J].The Journal of the South African Institute of Mining And Matallurgy,1998,(6):353-362
38.宋振骐．实用矿山压力与控制[M]．中国矿业大学出版社,1988
39.司利军,王军．浅谈推广沿空掘巷的必要性和可行性[J].煤炭工程,2003,(10):49-51
40.陆士良．无煤柱护巷的矿压显现[M]．北京：煤炭工业出版社,1982
41.郭明友,潘春德,综放锚网沿空巷道合理小煤柱尺寸的确定[J].矿山压力与顶板管理,2001,(4):48-49
42.王同旭．软岩动压巷道围岩压力与控制的研究[0]．北京：中国矿业大学博士学位论文,1996
43.董方庭．巷道围岩松动圈支护理论及其应用技术[M]．北京：煤炭工业出版社,2001
44.李学华,张农,侯朝炯．综采放顶煤面沿空巷道合理位置确定[J].中国矿业人学学报,2000.29(2): 186-189
45.柏建彪,侯朝炯．深部巷道围岩控制原理与应用研究[J]．中国矿业大学学报,2006.2(35):145-148
46.杨淑华,姜福兴．综采放顶煤支架受力与顶板结构的关系探讨[J].岩石力学与工程学报,1999,(3):287-290
47.杨建辉,蔡关峰．不稳定条件下煤巷锚、网、索梁支护实践[J].煤炭科学技术,2001.8,30(8)
48. Wang EY, Liu XF. Study of electromagnetic characteristics of stress distribution and sudden changes in the mining of gob-surrounded coal face[J].Journal of china university of mining & technology, 2008.18(1):1-5 (In Chinese)
49. Yang XJ, Deng FH. Response of carrying capacity of piles induced by adjacent metro tunneling[J]. Journal of china university of mining & technology,2009 19(2):176-181 (In Chinese)
50. Gao YF, Zhang QS. Mine rock mechanics [M], Xuzhou:China University of Mining and Technology Publishing House,2000. (In Chinese)
51. Sun XM, He MC. Numerical simulation research on coupling support theory of roadway within soft rock at depth[J]. Journal of China University of Mining & Technology,2005,34(2):166-169.(In Chinese)
52. Guo ZB, Guo PY, Huang MH, Liu YG. Stability control of gate groups in deep wells[J].Journal of china university of mining & technology,2009,19(2):155-160 (In Chinese)
53. S.D. Marisett. Assessing pillar design at INCO's Creighton Mine using the local energy release density method (Ontario), doctor dissertation,2001
54. Sanchai Mitaim. Excavation-induced damage around underground opening in brittle rock[M].doctor dissertation,2001
55.郭颂．美国煤巷锚杆支护技术概况[J].煤炭科学技术,1998,26(4):50-54
56.煤炭部锚杆支护考察团．赴澳大利业煤巷锚杆支护技术考察报告,1996
57.邹志晖．汪志林．锚杆在不同岩体中的工作机理[J].岩土工程学报,1993,15(6)
58.高延法,张庆松.矿山岩体力学[M].徐州：中国矿业大学出版社,2000
59.何满潮．中国煤矿锚杆支护理论与实践[M]．北京：科学出版社,2004
60.康红普,王金华等．煤巷锚杆支护理论与成套技术[M]．北京：煤炭工业出版社,2007.
61. FULVIO TON ON. Three-dimensional modeling of underground excavations and estimation of boundary conditions in rock with fabric, doctor dissertation,1995
62. J.Gramberg: A Nan-conventional view on Rock Mechanics and Fracture Mechanics. A.A. Balkema Press,1990.
63. Wang J.A., Park H.D., Comprehensive Prediction of Rockburst Based on Analysis of Strain Energy in Rocks. Tunnelling And Underground Space Technology 2001,16(1):49-57
64. Malan D. F. and Basson F. R. P.. Ultra-Deep Mining:the increase potential for squeezing conditions. J.S. Afr. Inst. Min. Metall., 1998,353-363
65.方祖烈．拉压区特征及主次承载区的支护理沦,世纪之交软岩工程技术现状与展望[C].北京：煤炭工业出版社,1999
66．钱鸣高,石平主编．矿山压力与岩层控制[M].徐州：中国矿业大学出版社,2003,11
67. Bieniawski A T, Denkhaus H G, Vogler U W. Failure of Fracture Rock, Int. J. Rodk Mech.Min.Sci., 1969.6:323-341
68. Cook N W G, Hoek E, Pretorius J P G, etal. Rock Mechanics applied to the study of rock bursts, J.S.Afr.inst,Min,Metall,1966.66:435-528
69. Xie Heping. Fractal character and mechanism of rock bursts, Int. J. Rock Mech. Min. Sci.Gromech.Abstr.,1993,30(40):343-350
70.唐春安,王述红.傅宁方．岩石破裂过程中的灾变[M].北京：科学出版社,1993:45-60
71．何满潮．深部的概念体系和工程评价指标[J].岩石力学与工程学报2005.24(16):2854-2858.
72.徐永折．中国采煤方法图集[M].徐州：中国矿业大学出版社,1990.
73.贾立刚,胡胜勇,朱国忠等.特厚煤层首分层综采工作面瓦斯综合治理技术[J].煤炭技术,2010,29(8)
74.谢俊文．许继宗．王亚峰等．特厚软煤层综放工作面沿空送巷巷矿压显现规律研究[J].煤矿开 采,2004,(2)：54-57
75.雷春云．厚煤层沿空掘巷围岩变形控制技术[J].矿山压力与顶板管理,2005,22(4)
76.来存良．厚煤层高产高效开采实用技术[M]．北京：煤炭工业出版社．2001
77.王卫军,侯朝炯,李学华．老顶给定变形下综放沿空掘巷合理定位分析[J].湘潭矿业学院学报,2001,16(2)：1-4
78. Pellet, F., Sahli, M.;Boidy, E.;Boulon,M., Modeling of Time-Dependent Behavior of Sandstones For Deep Underground Openings, Proceedings of International Symposium of Civil Engineering In The 21 Century, Beijing,China,2000:431-438
79. Butcher R.J., Design Rules For Avoiding Draw Horizon Damage In Deep Level Block Caves, The Journal ofThe South African Institute of Mining And Matallurgy, May/June,1999:151-155
80. Egger P., Design And Construction Aspects Of Deep Tunnels(With Particular Emphasis On Strain Softening Rock), Tunnelling And Underground Space Technology,2000,15(4):403-408
81．王卫军．候朝炯．回采巷道底臌力学原理及控制研究新进展[J].湘潭矿业学院学报,2003,18(1):1-6
82.谢和平．彭苏萍,何满潮．深部开采基础理论与上程实践[M]．北京：科学出版社,2006,22-23
83.姜福兴．采场覆岩空间结构观点及其应用研究[J].采矿与安全工程学报,2006.23(1), 30-33
84.文志杰．无煤柱开采工程理论基础及关键技术研究[D]．山东科技大学,2011
85.张顶立．综合机械化放顶煤开采采场矿山压力控制[M]．北京：煤炭工业出版社,1998
86.卢国志．煤矿安全开采可视化决策平台构建及核心算法研究[D]．山东科技大学,2009
87.温克衔,窄小煤柱护巷的矿压显现规律及其支护技术研究[J].西安科技大学,2005
88.马念杰．候朝炯．采准巷道矿压理论及应用[M]．北京：煤炭工业出版社,1995
89.候朝炯．郭励生,勾攀峰．煤巷锚杆支护[M].徐州：中国矿业大学出版社,1999
90.宋振骐．实用矿山压力控制[M]．徐州：中国矿业大学出版社,1988
91.马其华．长壁采场覆岩“O”型空间结构及相关矿山压力研究[D].青岛:山东科技大学,2005
92.高伟．倾斜煤柱稳定性的弹塑性分析[J].力学与实践,2001,23(2):23-26
93.康红普．煤巷锚杆支护成套技术研究与实践[J].岩石力学与上程学报,2005,24(21):3959-3964
94.张农,袁亮．离层破碎型煤巷顶板的控制原理[J].采矿与安全工程学报,2003,3(1)34-38
95.陆士良．无煤柱护巷的矿压显现[M]．北京：煤炭工业出版社．1982
96．董方庭．巷道围岩松动圈支护理论及应用技术[M].北京：煤炭工业出版社,2001
97.石平五,许少东．综放沿空掘巷矿压显现规律研究[J].矿山压力与顶板管理,2004(1):31-33
98.贾光胜,康立军．综放开采采准巷道护巷煤柱稳定性研究[J].煤炭学报,2002.27(1):7-10
99.柴敬,石平五,刘晋安．矿山岩体工程的组合堆体模拟实验方法[J].中国岩石力学与工程学会第四次学术大会论文集,1996:137-146
100.彭林军,赵晓东,李术才．深部开采沉陷规律模拟研究[J].岩上力学,2011(6):1910-1914
101．彭林军．宋振骐.GPS技术在煤习、开采沉陷观测中的应用[J]．煤,2010.10
102.杨科.煤柱宽度对综放回采巷道围岩力学特征影响分析[J].煤炭工程2005(3)50-52
103.张连勇,纵智,王连国．超长综放工作面矿压显现规律[J].山东科技大学学报)自然科学版),2002,21(3)：114-117
104.康立军．缓倾斜特厚煤层综放土作面矿压显现特征研究Pl.煤炭科学技术,1 99624(11):3942
105.康红普．深部煤巷锚杆支护技术的侧｝究与实践！月．煤矿井采.2008.13(l):1-5
106.张开智,刘先贵．网下综采放顶煤开采技术研究[J].煤炭学报．1995,20(6):595600
107.康红普,姜铁明,高富强．预应力在锚杆支护中的作用[J].煤炭学报,2007,32(7):673-678
108.范明建．锚杆预应力与巷道支护效果的关系研究[D]．北京：煤炭科学研究总院,2007
109.曹建军．深井采场沿空掘巷关键技术研究[D].山东科技大学,2008
110.王金华．千米深井煤巷围岩变形特征及其控制技术研究[D]．北京：中国矿业大学(北京),2007
111．候朝炯,李学华．综放沿空掘巷围岩大、小结构的稳定性原理[J].煤炭学报,2002,26(1): 1-7
112.钱鸣高．岩层控制的关键层理论[M]．徐州：中国矿业大学出版社,2000
113.杨双锁．回采巷道围岩控制原理及锚固结构的适应性研究[D].中国矿业大学,2001
114.王卫军,冯涛,侯朝炯等．沿空掘巷实体煤帮应力分布与围岩损伤关系分析[J].岩石力学与工程学报,2002.(11)：590-593
115.谢广祥,杨科,常聚才等．煤柱宽度对综放回采巷道围岩破坏场影响分析[J].辽宁工程技术大学学报(自然科学版),2007,(2)：173-176
116.王卫军,侯朝炯.回采巷道煤柱与底板稳定性分析[J].岩土力学,2003,(1):7578
117．华心祝,马俊枫,许庭教等．锚杆支护巷道巷旁锚索加强支护洽空留巷围岩控制机理研究及应用[J]．岩石力学与工程学报,2005,(12):2107-2112
118.蒋金泉,秦广鹏,刘传孝等．综放沿空巷道围岩系统混沌动力学特征研究[J].岩石力学与工程学报,2006.(9)：1755-1764
119.周保生．综放回采巷道围岩稳定性分类及其支护对策的研究[D]．中国科学院武汉岩石土研究所,1999
120.马庆云,宋振骐等．采场老顶岩梁的超前破断与矿山压力[J].煤炭学报,2001,26(5):474-477
121.孟金锁．综放开采“原位”沿空掘巷探讨[J].岩石力学与工程学报,1999,18(2):205-208
122.谢广祥,杨科,刘全明．综放而倾向煤柱支承压力分布规律研究[J].岩石力学与工程学报,2006,25(3)：545-549
123.左贵强,沿空动压巷道平衡支护技术研究与应用[J].山东科技大学,2010
124.王兵.煤巷锚杆支护围岩应力分布及顶板离层规律的研究[D]．安徽理工大学,2005
125. PENG Linjun, YANG Xiaojie,SUN Xiaoming. Analysis and control on anomaly water inrush rule of fully-mechanized caving mining field roof[J].Mining Science and Technology,2011(1):89-92
126.彭林军,赵晓东,宋振骐等．煤矿顶板透水事故预测控制技术研究与实践[J]．西安科技大学学报,2009,2,140-143
127.柏建彪,侯朝炯,黄汉富．沿空掘巷窄煤柱稳定性数值模拟研究[J].岩石力学与工程学报,2004,(20)：3475-3479
128.耿养谋,马植胜,刘庚．煤层巷道锚杆支护稳定性数值模拟研究[J].辽宁工程技术大学学报,2004.(01):44-46
129.尹光志,代高飞,万玲,张东明．南桐煤矿开采岩移规律的数值模拟[J],重庆大学学报(自然科学版),2001,(OS):62-65
2．张玉卓．煤炭资源开发与矿区环境建设,资源环境科学与可持续发展技术—中国科协第三届青年学术年会论文集[C]．中国科学出版社,1998.8
3.宋振骐,彭林军等．煤矿重大事故预测和控制的动力信息系统基础的研究[M],煤炭工业出版社,2003
4.袁亮．低透气性煤层群无煤柱煤与瓦斯共采理论与实践[M]．煤炭工业出版社,2008
5.钱鸣高,刘听成,矿山压力及其控制[M].煤炭工业出版社,1991
6.姜耀东．巷道底臌机理及控制方法的研究[M].徐州：中国矿业大学,1993
7.陆士良编著．无煤柱护巷矿压显现研究[M]．北京：煤炭工业出版社,1993
8.何满潮．深部开采工程岩石力学的现状及其展望．见：中国岩石力学与工学会主编．第八次全国岩石力学与工程学术大会论文集[C]．北京：科学出版社,2004:88-94
9.吴爱祥．郭立,张卫锋．深井升采岩体破坏机理及工程控制方法综述[J].矿业研究与开发.2001.21(1)：4-7
10.董方庭．巷道围岩松动圈支护理论及其应用技术．煤炭工业出版社.2001
11.方祖烈．拉压域特征及主次承载区的维护理论．世纪之交软岩工程技术现状与展望[M]．北京：煤炭工业出版社,1999:48-51
12.姜福兴．采场顶板控制设计及其专家系统[M]．江苏徐州；中国矿业大学出版社,1995.205-212
13. Qian Minggao. A Study of the Behavior of Overlying Strata in Long wall Mining and its Application to Strata Control, Proceedings of the Symposium on Strata Mechanics[M]. Elsevier Scientific Publishing Company,1982:13-17
14.IO.J1.胡金,M. и.乌斯基诺夫,A.B.布拉依采夫等．崔梦庚译．煤层无煤柱开采[M]．徐州：中国矿业大学出版社,1991
15.何满潮,袁和生．中国煤矿锚杆支护理论与实践[M]北京：科学出版社,2004
16. HOU C J.Review of Roadway Control in Soft surrounding Rock Under Dynamic Pressured Journal of Coal Science&Engineering(China),2003.9(1):1-7.
17.何廷峻．工作面端头悬顶在沿空巷道中破断位置的预测[J].煤炭学报,2000,25(1):28-31．
18. Malan D. F. and S. M. Spottiswoode. Time-dependent fracture zone behavior and seismicity surrounding deep level stoping operations. In:Gibowicz and Lasocki eds, Rockburst and seismicity in mines, Rotterdam:Balkema.1997:173-177
19. Malan D. F. Simulation of the time-dependent behavior of excavations in hard rock.Rock Mechanics and Rock Engineering.2002,35(4):225-254
20. Malan D. F. And Basson F. R. P., Ultra-Deep Mining:The Increased Potential For Squeezing Conditions, The Journal Of The South African Institute Of Mining And Matallurgy, November/December. 1998:353-362
21. Diering D.H., Tunnels Under Pressure In An Ultra-Deep Wifwatersrand Gold Mine, The Journal Of The South African Institute Of Mining And Matallurgy, October,2000:319-324
22. Johnson. R. A And Schweitzer, Mining At Ultra-Depth, Evaluation Of Alternatives,Proc.2nd North Am. Roch Mech.Symp.NARMS'96, Montreal,1996:359-366
23.缪协兴,钱鸣高．采场围岩整体结构与砌体梁力学模型[J].矿山压力与顶板管理,1995(3,4)3-12
24.贾喜荣．坚硬顶板垮落机理及其工作面几何参数的确定,第三届采场矿压理论与实践讨论会论文集[C]．1986
25.唐春安．岩石破裂过程中的灾变[M].煤炭工业出版社,1993,6,112-121
26. Present Study of the Floor Rock Pressure Control in Gateways in China and Its Research Tendeny[J]第14.届国际岩石力学局科技会议,意大利都灵,1995(11)
27.宋振骐,蒋金泉．煤矿岩层控制的研究重点与方向[J].岩石力学与工程学报.1996(2):128-134.
28.彭林军,杨晓杰,陶毅等．寒区铁路隧道渗漏水治理技术[J].西安科技大学学报,2010(4):425-429
29.李顺才,柏建彪,董正筑．综放沿空掘巷窄煤柱受力变形与应力分析[J].矿山压力与顶板管理,2004(3):17-19
30.茅献彪,缪协兴等．采动覆岩中关键层的破断规律研究[J]．中国矿业大学学报．1998(1):39-42
31．张百胜．极近距离煤层开采围岩控制理论及技术研究[J].太原理工大学,2008
32.许家林,钱鸣高．覆岩关键层位置的判断方法[J].中国矿业大学学报,2000(5):463-467
33.翟英达．采场上覆岩层中的面接触块体结构及其稳定性力学机理[M].北京；煤炭工业出版社,2006
34.浦海,缪协兴．综放采场覆岩冒落与围岩支承压力分布规律的数值模拟[J].岩石力学与工程学报.2004.23(7)：1122-1126
35.姜福兴．王春秋,宋振骐．采场覆岩空间结构与应力场动态关系探讨,中国科协第46次青年科学家论坛”文集[C]．中国科学技术出版社,1999
36.姜耀东,刘文岗,赵毅鑫等．开滦矿区深部开采中巷道围岩稳定性研究[L].岩石力学与工程学报,2005,24(11)：1857-1862
37. Malan D.F.,Basson E.R.P. Ultra Deep Mining: The Increased Potential for Squeezing Conditions[J].The Journal of the South African Institute of Mining And Matallurgy,1998,(6):353-362
38.宋振骐．实用矿山压力与控制[M]．中国矿业大学出版社,1988
39.司利军,王军．浅谈推广沿空掘巷的必要性和可行性[J].煤炭工程,2003,(10):49-51
40.陆士良．无煤柱护巷的矿压显现[M]．北京：煤炭工业出版社,1982
41.郭明友,潘春德,综放锚网沿空巷道合理小煤柱尺寸的确定[J].矿山压力与顶板管理,2001,(4):48-49
42.王同旭．软岩动压巷道围岩压力与控制的研究[0]．北京：中国矿业大学博士学位论文,1996
43.董方庭．巷道围岩松动圈支护理论及其应用技术[M]．北京：煤炭工业出版社,2001
44.李学华,张农,侯朝炯．综采放顶煤面沿空巷道合理位置确定[J].中国矿业人学学报,2000.29(2): 186-189
45.柏建彪,侯朝炯．深部巷道围岩控制原理与应用研究[J]．中国矿业大学学报,2006.2(35):145-148
46.杨淑华,姜福兴．综采放顶煤支架受力与顶板结构的关系探讨[J].岩石力学与工程学报,1999,(3):287-290
47.杨建辉,蔡关峰．不稳定条件下煤巷锚、网、索梁支护实践[J].煤炭科学技术,2001.8,30(8)
48. Wang EY, Liu XF. Study of electromagnetic characteristics of stress distribution and sudden changes in the mining of gob-surrounded coal face[J].Journal of china university of mining & technology, 2008.18(1):1-5 (In Chinese)
49. Yang XJ, Deng FH. Response of carrying capacity of piles induced by adjacent metro tunneling[J]. Journal of china university of mining & technology,2009 19(2):176-181 (In Chinese)
50. Gao YF, Zhang QS. Mine rock mechanics [M], Xuzhou:China University of Mining and Technology Publishing House,2000. (In Chinese)
51. Sun XM, He MC. Numerical simulation research on coupling support theory of roadway within soft rock at depth[J]. Journal of China University of Mining & Technology,2005,34(2):166-169.(In Chinese)
52. Guo ZB, Guo PY, Huang MH, Liu YG. Stability control of gate groups in deep wells[J].Journal of china university of mining & technology,2009,19(2):155-160 (In Chinese)
53. S.D. Marisett. Assessing pillar design at INCO's Creighton Mine using the local energy release density method (Ontario), doctor dissertation,2001
54. Sanchai Mitaim. Excavation-induced damage around underground opening in brittle rock[M].doctor dissertation,2001
55.郭颂．美国煤巷锚杆支护技术概况[J].煤炭科学技术,1998,26(4):50-54
56.煤炭部锚杆支护考察团．赴澳大利业煤巷锚杆支护技术考察报告,1996
57.邹志晖．汪志林．锚杆在不同岩体中的工作机理[J].岩土工程学报,1993,15(6)
58.高延法,张庆松.矿山岩体力学[M].徐州：中国矿业大学出版社,2000
59.何满潮．中国煤矿锚杆支护理论与实践[M]．北京：科学出版社,2004
60.康红普,王金华等．煤巷锚杆支护理论与成套技术[M]．北京：煤炭工业出版社,2007.
61. FULVIO TON ON. Three-dimensional modeling of underground excavations and estimation of boundary conditions in rock with fabric, doctor dissertation,1995
62. J.Gramberg: A Nan-conventional view on Rock Mechanics and Fracture Mechanics. A.A. Balkema Press,1990.
63. Wang J.A., Park H.D., Comprehensive Prediction of Rockburst Based on Analysis of Strain Energy in Rocks. Tunnelling And Underground Space Technology 2001,16(1):49-57
64. Malan D. F. and Basson F. R. P.. Ultra-Deep Mining:the increase potential for squeezing conditions. J.S. Afr. Inst. Min. Metall., 1998,353-363
65.方祖烈．拉压区特征及主次承载区的支护理沦,世纪之交软岩工程技术现状与展望[C].北京：煤炭工业出版社,1999
66．钱鸣高,石平主编．矿山压力与岩层控制[M].徐州：中国矿业大学出版社,2003,11
67. Bieniawski A T, Denkhaus H G, Vogler U W. Failure of Fracture Rock, Int. J. Rodk Mech.Min.Sci., 1969.6:323-341
68. Cook N W G, Hoek E, Pretorius J P G, etal. Rock Mechanics applied to the study of rock bursts, J.S.Afr.inst,Min,Metall,1966.66:435-528
69. Xie Heping. Fractal character and mechanism of rock bursts, Int. J. Rock Mech. Min. Sci.Gromech.Abstr.,1993,30(40):343-350
70.唐春安,王述红.傅宁方．岩石破裂过程中的灾变[M].北京：科学出版社,1993:45-60
71．何满潮．深部的概念体系和工程评价指标[J].岩石力学与工程学报2005.24(16):2854-2858.
72.徐永折．中国采煤方法图集[M].徐州：中国矿业大学出版社,1990.
73.贾立刚,胡胜勇,朱国忠等.特厚煤层首分层综采工作面瓦斯综合治理技术[J].煤炭技术,2010,29(8)
74.谢俊文．许继宗．王亚峰等．特厚软煤层综放工作面沿空送巷巷矿压显现规律研究[J].煤矿开 采,2004,(2)：54-57
75.雷春云．厚煤层沿空掘巷围岩变形控制技术[J].矿山压力与顶板管理,2005,22(4)
76.来存良．厚煤层高产高效开采实用技术[M]．北京：煤炭工业出版社．2001
77.王卫军,侯朝炯,李学华．老顶给定变形下综放沿空掘巷合理定位分析[J].湘潭矿业学院学报,2001,16(2)：1-4
78. Pellet, F., Sahli, M.;Boidy, E.;Boulon,M., Modeling of Time-Dependent Behavior of Sandstones For Deep Underground Openings, Proceedings of International Symposium of Civil Engineering In The 21 Century, Beijing,China,2000:431-438
79. Butcher R.J., Design Rules For Avoiding Draw Horizon Damage In Deep Level Block Caves, The Journal ofThe South African Institute of Mining And Matallurgy, May/June,1999:151-155
80. Egger P., Design And Construction Aspects Of Deep Tunnels(With Particular Emphasis On Strain Softening Rock), Tunnelling And Underground Space Technology,2000,15(4):403-408
81．王卫军．候朝炯．回采巷道底臌力学原理及控制研究新进展[J].湘潭矿业学院学报,2003,18(1):1-6
82.谢和平．彭苏萍,何满潮．深部开采基础理论与上程实践[M]．北京：科学出版社,2006,22-23
83.姜福兴．采场覆岩空间结构观点及其应用研究[J].采矿与安全工程学报,2006.23(1), 30-33
84.文志杰．无煤柱开采工程理论基础及关键技术研究[D]．山东科技大学,2011
85.张顶立．综合机械化放顶煤开采采场矿山压力控制[M]．北京：煤炭工业出版社,1998
86.卢国志．煤矿安全开采可视化决策平台构建及核心算法研究[D]．山东科技大学,2009
87.温克衔,窄小煤柱护巷的矿压显现规律及其支护技术研究[J].西安科技大学,2005
88.马念杰．候朝炯．采准巷道矿压理论及应用[M]．北京：煤炭工业出版社,1995
89.候朝炯．郭励生,勾攀峰．煤巷锚杆支护[M].徐州：中国矿业大学出版社,1999
90.宋振骐．实用矿山压力控制[M]．徐州：中国矿业大学出版社,1988
91.马其华．长壁采场覆岩“O”型空间结构及相关矿山压力研究[D].青岛:山东科技大学,2005
92.高伟．倾斜煤柱稳定性的弹塑性分析[J].力学与实践,2001,23(2):23-26
93.康红普．煤巷锚杆支护成套技术研究与实践[J].岩石力学与上程学报,2005,24(21):3959-3964
94.张农,袁亮．离层破碎型煤巷顶板的控制原理[J].采矿与安全工程学报,2003,3(1)34-38
95.陆士良．无煤柱护巷的矿压显现[M]．北京：煤炭工业出版社．1982
96．董方庭．巷道围岩松动圈支护理论及应用技术[M].北京：煤炭工业出版社,2001
97.石平五,许少东．综放沿空掘巷矿压显现规律研究[J].矿山压力与顶板管理,2004(1):31-33
98.贾光胜,康立军．综放开采采准巷道护巷煤柱稳定性研究[J].煤炭学报,2002.27(1):7-10
99.柴敬,石平五,刘晋安．矿山岩体工程的组合堆体模拟实验方法[J].中国岩石力学与工程学会第四次学术大会论文集,1996:137-146
100.彭林军,赵晓东,李术才．深部开采沉陷规律模拟研究[J].岩上力学,2011(6):1910-1914
101．彭林军．宋振骐.GPS技术在煤习、开采沉陷观测中的应用[J]．煤,2010.10
102.杨科.煤柱宽度对综放回采巷道围岩力学特征影响分析[J].煤炭工程2005(3)50-52
103.张连勇,纵智,王连国．超长综放工作面矿压显现规律[J].山东科技大学学报)自然科学版),2002,21(3)：114-117
104.康立军．缓倾斜特厚煤层综放土作面矿压显现特征研究Pl.煤炭科学技术,1 99624(11):3942
105.康红普．深部煤巷锚杆支护技术的侧｝究与实践！月．煤矿井采.2008.13(l):1-5
106.张开智,刘先贵．网下综采放顶煤开采技术研究[J].煤炭学报．1995,20(6):595600
107.康红普,姜铁明,高富强．预应力在锚杆支护中的作用[J].煤炭学报,2007,32(7):673-678
108.范明建．锚杆预应力与巷道支护效果的关系研究[D]．北京：煤炭科学研究总院,2007
109.曹建军．深井采场沿空掘巷关键技术研究[D].山东科技大学,2008
110.王金华．千米深井煤巷围岩变形特征及其控制技术研究[D]．北京：中国矿业大学(北京),2007
111．候朝炯,李学华．综放沿空掘巷围岩大、小结构的稳定性原理[J].煤炭学报,2002,26(1): 1-7
112.钱鸣高．岩层控制的关键层理论[M]．徐州：中国矿业大学出版社,2000
113.杨双锁．回采巷道围岩控制原理及锚固结构的适应性研究[D].中国矿业大学,2001
114.王卫军,冯涛,侯朝炯等．沿空掘巷实体煤帮应力分布与围岩损伤关系分析[J].岩石力学与工程学报,2002.(11)：590-593
115.谢广祥,杨科,常聚才等．煤柱宽度对综放回采巷道围岩破坏场影响分析[J].辽宁工程技术大学学报(自然科学版),2007,(2)：173-176
116.王卫军,侯朝炯.回采巷道煤柱与底板稳定性分析[J].岩土力学,2003,(1):7578
117．华心祝,马俊枫,许庭教等．锚杆支护巷道巷旁锚索加强支护洽空留巷围岩控制机理研究及应用[J]．岩石力学与工程学报,2005,(12):2107-2112
118.蒋金泉,秦广鹏,刘传孝等．综放沿空巷道围岩系统混沌动力学特征研究[J].岩石力学与工程学报,2006.(9)：1755-1764
119.周保生．综放回采巷道围岩稳定性分类及其支护对策的研究[D]．中国科学院武汉岩石土研究所,1999
120.马庆云,宋振骐等．采场老顶岩梁的超前破断与矿山压力[J].煤炭学报,2001,26(5):474-477
121.孟金锁．综放开采“原位”沿空掘巷探讨[J].岩石力学与工程学报,1999,18(2):205-208
122.谢广祥,杨科,刘全明．综放而倾向煤柱支承压力分布规律研究[J].岩石力学与工程学报,2006,25(3)：545-549
123.左贵强,沿空动压巷道平衡支护技术研究与应用[J].山东科技大学,2010
124.王兵.煤巷锚杆支护围岩应力分布及顶板离层规律的研究[D]．安徽理工大学,2005
125. PENG Linjun, YANG Xiaojie,SUN Xiaoming. Analysis and control on anomaly water inrush rule of fully-mechanized caving mining field roof[J].Mining Science and Technology,2011(1):89-92
126.彭林军,赵晓东,宋振骐等．煤矿顶板透水事故预测控制技术研究与实践[J]．西安科技大学学报,2009,2,140-143
127.柏建彪,侯朝炯,黄汉富．沿空掘巷窄煤柱稳定性数值模拟研究[J].岩石力学与工程学报,2004,(20)：3475-3479
128.耿养谋,马植胜,刘庚．煤层巷道锚杆支护稳定性数值模拟研究[J].辽宁工程技术大学学报,2004.(01):44-46
129.尹光志,代高飞,万玲,张东明．南桐煤矿开采岩移规律的数值模拟[J],重庆大学学报(自然科学版),2001,(OS):62-65