王庄矿大断面沿空掘巷围岩变形控制及快速成巷技术研究
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摘要
大采高工作面的大断面巷道快速掘进是煤矿安全高效生产的一个重要保障。本文基于岩石基本力学性质测试、地应力测试、数值模拟分析及现场调研监测,研究了大采高工作面大断面巷道顶板的变形破坏机理,提出了巷道基本顶三角块结构并建立了相应的失稳判定法则,为沿空掘巷的窄煤柱合理宽度设计提供了依据；分析了大采高动压巷道的围岩破碎机理,揭示了综放沿空掘巷在回采期间的大变形属结构效应,提出了采用高水速凝材料注浆和高强度预应力锚杆联合支护技术来控制巷道围岩的变形,现场应用效果良好。综合利用灰色理论优化快速掘进方案和利用神经元系统算法系统优化了快速掘进工序,最大限度地实现了多工序平行作业,使工作面掘进工序达到最佳匹配。对EBJ-120掘进机进行了前配套改造,研制了一种新型可伸缩式立体掘锚一体机,在锚杆钻机和掘进机空间布置上,采用二级液压伸缩装置使其互不干扰又能相互配合工作,完成并行作业；多自由度立体锚钻系统有两个锚杆钻机,能进行前后移动、水平横移、上下升降、旋转倾斜,可多方位、多角度的进行巷道顶板和侧帮锚钻作业。实现了综合机械化掘锚一体,提高了支护速度,提高了掘进设备的能力和有效度,为实现快速掘进目标提供了有力保障。
Rapid excavation of large mining height face is an important guarantee for the efficient and safe coal mining. Based on the rock mechanical properties testing, stress test, numerical simulation analysis and research monitoring at workplace, we research mining height face Roof deformation and failure mechanism, proposing roadway basic roof triangular block structure and the determination of instability large mining law, providing a criterion for the narrow coal pillar of the roadway driving along the goaf,having analysis of high dynamic pressure roadway surrounding rock crushing mechanism, revealing the large deformation of gob-side in integrated mining in the recovery period is a structural effect, the combined support of the high-water rapid hardening materials grouting and high-strength pre-stressed anchor to control the deformation of the surrounding rock, and getting the good responds. Both gray theory and neutron system algorithm have been applied to optimize rapid excavation plan and rapid excavation process, respectively, to maximize the parallel operation of multiple processes, so that the face tunnelling processes to achieve the best match. Since former supporting the transformation of EBJ-120development machine we developed a new scalable three-dimensional excavation and bolt machine, on the spatial arrangement of the bolt rig and development machine, using two telescopic devices to interfere with each other but also complement each other to complete the parallel job, degrees of freedom of three-dimensional anchor drill two bolt rig can move back and forth, traverse the level, move up and down, rotate, tilt, can be multi-faceted, multi-angle of the tunnel roof and the side to help anchor drilling operations. Realize the comprehensive mechanization of excavation and bolt combine as one, the supporting rate and improve the ability and validity of the tunneling equipment, provided a strong guarantee for the realization of the goal of rapid excavation.
Rapid excavation of large mining height face is an important guarantee for the efficient and safe coal mining. Based on the rock mechanical properties testing, stress test, numerical simulation analysis and research monitoring at workplace, we research mining height face Roof deformation and failure mechanism, proposing roadway basic roof triangular block structure and the determination of instability large mining law, providing a criterion for the narrow coal pillar of the roadway driving along the goaf,having analysis of high dynamic pressure roadway surrounding rock crushing mechanism, revealing the large deformation of gob-side in integrated mining in the recovery period is a structural effect, the combined support of the high-water rapid hardening materials grouting and high-strength pre-stressed anchor to control the deformation of the surrounding rock, and getting the good responds. Both gray theory and neutron system algorithm have been applied to optimize rapid excavation plan and rapid excavation process, respectively, to maximize the parallel operation of multiple processes, so that the face tunnelling processes to achieve the best match. Since former supporting the transformation of EBJ-120development machine we developed a new scalable three-dimensional excavation and bolt machine, on the spatial arrangement of the bolt rig and development machine, using two telescopic devices to interfere with each other but also complement each other to complete the parallel job, degrees of freedom of three-dimensional anchor drill two bolt rig can move back and forth, traverse the level, move up and down, rotate, tilt, can be multi-faceted, multi-angle of the tunnel roof and the side to help anchor drilling operations. Realize the comprehensive mechanization of excavation and bolt combine as one, the supporting rate and improve the ability and validity of the tunneling equipment, provided a strong guarantee for the realization of the goal of rapid excavation.
引文
1. www.ccoalnews.com
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. 高进,贺海涛.厚煤层综采一次采全高技术在神东矿区的应用,2010,35(11)：1888-1891.
4. 徐永圻.采矿学[M].徐州：中国矿业大学出版社,2003.
5. 王家臣.厚煤层开采理论与技术[M],冶金工业出版社,2009.9.
6. 赵启安.大断面煤巷全锚杆巷道联合支护技术[J].煤炭技术,2009,28(12)：61-63.
7. 刘孔智,曾佑富,伍永平.富水大断面煤巷结构耦合支护技术[J].西安科技大学学报,2010,30(6)：662-666.
8. 严永胜,陈艾,刘小明.羊场湾煤矿大断面巷道支护参数分析与选择[J].西安科技大学学报,2010,30(1)：19-23.
9. Paterson MS, Wong TF. Experimental Rock Deformation-the Brittle Field. Berlin:Springer; 2005.
10. 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.
11. Stephansson O. Rock Mechanics Research for Radioactive Waste Disposal in Sweden [J]. International Society for Rock Mechanics News Journal,1999,6(1):18-26.
12. 钱鸣高,缪协兴,许家林等.岩层控制的关键层理论[M].中国矿业大学出版社,2000.
13. Jaeger JC, Cook N G W.Zimmerman R W. Fundamentals of rock mechanics.4thed. Oxford:Blackwell; 2007.
14. 陈颞.岩石物理学[M].北京：北京大学出版社.2001.
15. 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.
16. 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.
17. Wagner H. Undergroud openings in overstressed rock. Proceedings of the 6th International Congress on rock mechanics, Montreal,1987
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. Stephansson O(Guest editor). International Journal of Rock Mechanics and Mining Sciences, Special Issue: DECOVALEX Ⅱ.2001,38(1):1-161.
20. 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.
21. 周维垣.高等岩石力学[M],水利水电出版社,1990：26-29.
22. 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.
23. 高延法,张庆松.矿山岩体力学[M],中国矿业大学出版社,2000：22-23.
24. 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.
25. 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.
26. 宋振骐.实用矿山压力控制[M],山东矿业学院出版社,1986：38-52.
27. 吴士良.三软煤层大采高综采围岩控制技术[J].焦作_工学院学报,1999,(3)：185-188.
28. 郝海金,吴健,张勇等.大采高开采上位岩层平衡结构及其对采场矿压显现的影响[J].煤炭学报,2004,4：137-141.
29. 赵怀祥.大采高开采技术研究[J],山东煤炭科技,1998,(4)：24-27.
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. 耿宏标,等.中厚煤层大采高回采工艺探讨[J].煤炭技术,2001.(11)：19-20.
32. 王有俊,等.大采高综采沿空掘巷矿压显现及应用效果[J].煤炭科学技术,2004(1):Salamon MDG. Energy consideration in rock mechanics:fundamental results. South AfrInst Metall,1984,84(8): 233-246.
33. 弓培林等.影响大采高综采支架稳定性的试验研究[J].太原理工大学学报,2001,11(6)：666-669.
34. 何富连,钱鸣高,刘学锋等.大采高液压支架倾倒特征与控制条件[J].中国矿业大学学报,1997,26(4)：20-24.
35. 黄庆享.浅埋煤层长壁开采顶板结构及岩层控制研究[M].徐州： 中国矿业大学出版社,2000,28-33
36. 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
37. 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
38. 钱鸣高,刘听成.矿山压力及其控制.煤炭工业出版社,1991
39. 王金华.我国大采高综采技术与装备的现状及发展趋势.煤炭科学技术,2006,34(1)：4-7
40. 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
41. Rummel F., Fairhurst C.. Determination of the post-failure behaviour of rock using a servo-controlled testing machine[J]. Rock Mech..1970,2:189-204
42. Paterson M.S.. Experimental deformation and faulting in Wombeyan marble[J]. Bull. Geol. Soc. Am. 1958.69:465-467.
43. Heard H C, Carter N L. Experimentally induced "nature" intragranular flow in quartz and quartzite [J]. Am. J. Sci.,1968.266:1-42.
44. Barton N. Choubey V. The shear strength of rock joints in theory and practice [J]. Rock Mech., 1977,10:1-54.
45. Stesky R M. Brace W F. Estimation of frictional stress on the San Andreas fault from laboratory measurements. In:Proc. Conf. Tectonic Problems of the San Andreas Fault System. Kovach. R.L.,Nur.A.(eds.). Stanford Univ. Publ. Geol. Sci.,1973.13:206-214.
46. Donath F A. Fruth L S, Olsson W A. Experimental study of frictional properties of faults. In:New Horizonsin Rock Mechanics. H.R.Hardy, R.Stefanko.(eds.) Pro.14th Symp. Rock Mech. Penn State Univ. June 1972. New York: Am. Soc. Civ. Eng.,1973:189-222.
47. Olsson W A. Effects of temperature, pressure and displacement rate on the frictional characteristics of a limestone [J]. Int. J. Rock Mech. Sci.,1974,11:267-278.
48. Friedman M, Logan J M, Rigert J A. Glass-indurated quartz gouge in sliding-friction experiments on sandstone[J]. Bull. Geol. Soc. Am,1974,85:937-942.
49. Brace W F, Byerlee J D. California earthquakes-why only shallow focus [J]? Science,1970,168: 1573-1575.
50. Brace W F. Laboratory studies of stick-slip and their application to earthquakes [J]. Tectonophysics, 1972,14:189-200.
51. Drennon C B, Handy R L. Stick-slip of lightly loaded limestone [J]. Int. J. Rock Mech. Min. Sci., 1972,(9):603-615.
52. Griggs D T, Turner F J, Heard H C. Deformation of rocks at 500℃to 800℃. In:Rock Deformation. Giggs D T, Handin J (eds.). Geol. Soc. Am. Memoir.,1960,79:39-104.
53. 刘涛.厚煤层大采高综采技术现状[J].煤炭工程,2002.2：4-8.
54. 毛德兵,康立军.大采高综放开采及其应用可行性分析[J].煤矿开采,2003(1)：11-15.
55. 黄庆享,刘文岗,田银素.近浅埋煤层大采高矿压显现规律实测研究[J].矿山压力与顶板管理,2003(3)：58-60.
56. 宫全红.高效大采高综采工作面参数确定[J].同煤科技,2004.3 No.1：3-5.
57. 郝海金,张勇,陆明心,等.缓倾斜厚煤层大采高开采工作面矿压研究[J].煤,2003(2)：11-13.
58. 王立兵,李敬民,李建军.大采高综采超前支承压力观测及应用[J].华北科技学院学报,2004.(3)：24-27.
59. 吴士良.三软煤层大采高倾斜长壁综采围岩控制技术[J].焦作工学院学报,1999.5
60. 李建军.大采高综采工作面矿压观测与顶板管理[J].华北科技学院学报,2004(2)：10-12.
61.宋建国,大采高综采面矿压显现规律研究[J].矿山压力与顶板管理,2005(2)：19-21.
62. 弓培林,靳钟铭.大采高采场覆岩结构特征及运动规律研究[J].煤炭学报,2004(1)：7-11.
63. 郝海金,张勇,袁宗本.大采高采场繁体力学模型及采场矿压显现的影响[J].矿山压力与顶板管理,2003(1)：21-25.
64.郝海金,吴健,张勇,等.大采高开采上位岩层平衡结构及其对采场矿压显现的影响[J].煤炭学报,2004(2)：137-141.
65. 钱鸣高,石平五,邹喜正,等.矿山压力与岩层控制[M].徐州：中国矿业大学出版社,2003
66. 钱鸣高,缪协兴,许家林,等.岩层控制的关键层理论[M].徐州：中国矿业大学出版社,2003.
67. 许家林.岩层移动与控制的关键层理论及其应用[D].徐州：中国矿业大学,1999.
68. 袁亮.低透气性煤层群无煤柱煤与瓦斯共采理论与实践.煤炭工业出版社,2008
69 袁亮.松软低透气性煤层群瓦斯抽采理论与技术[M].北京：煤炭工业出版社,2004
70. Jialin Xu, Minggao Qian. Study and Application of the"O-shaped" Circle Theory for Relieved Methaned rainage[A]. In:Ileping Xie & Tad S. Golosinskied Proceedings of the'99 International Symposium on Mining Science and Technology[C]. Rotterdam:A.A.BALKEMA,1999:113-116.
71. 李庶林.应力控制技术及其应用综述[J],岩土力学,1997,18(1)：90-96
72. 钱鸣高.矿山压力与岩层控制[M].徐州：中国矿业大学出版社,2003
73. 韩瑞庚.地下工程新奥法[M].科学出版社,1987
74. Barton. Nick, Grimstad, etc. Rock mass conditions dictate choice between NMT and NATM [J], Tunnels and Tunnelling,1994, (10):39-42
75. 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
76. 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
77. 朱效嘉.锚杆支护理论进展[J].光爆锚喷,1996,(3)：1-4
78. 何满潮.中国煤矿软岩巷道支护理论与实践[M].北京：中国矿业大学出版社,1996
79. 何满潮,景海河,孙晓明.软岩工程力学[M].北京：科学出版社,2002
80.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
81.方祖烈.拉压域特征及主次承载区的维护理论[J].世纪之交软岩工程技术现状与展望,北京：煤炭工业出版社,1999:48-51
82. 王悦汉,陆士良等.顶部卸压法维护软岩硐室[J].矿山压力与顶板管理,1992(2)：4-10
83. 钱鸣高.矿山压力与岩层控制[M].徐州：中国矿业大学出版社,2003
84. 郑雨天.关于软岩巷道地压与支护的基木观点[J],软岩巷道掘进与支护文集,1985(5)：31-35
85.康红普.顶部卸压法维护软岩硐室的模拟研究与实践[J].建井技术,1993,(3)：32-35
86. 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
87. 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
88. 郑雨天.关于软岩巷道地压与支护的基本观点[J].软岩巷道掘进与支护文集,1985(5)：31-35
89. 朱效嘉.锚杆支护理论进展[J].光爆锚喷,1996,(3)：1-4
90. 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
91. 何满潮,景海河,孙晓明.软岩工程力学[M].北京：科学出版社,2002
92. 何满潮.中国煤矿软岩巷道支护理论与实践[M].北京：中国矿业大学出版社,1996
93. 方祖烈.拉压域特征及主次承载区的维护理论[J].世纪之交软岩工程技术现状与展望,北京：煤炭工业出版社,1999:48-51
94.康红普.顶部卸压法维护软岩硐室的模拟研究与实践[J].建井技术,1993,(3)：32-35
95. 王悦汉,陆士良.顶部卸压法维护软岩硐室[J].矿山压力与顶板管理,1992(2)：4-10
96. 康红普.软岩巷道底鼓的机理及防治[M].北京：煤炭工业出版社,1993
97. 王襄禹.高应力软岩巷道有控卸压与端变控制研究[D].徐州：中国矿业大学,2008
98. 王裳禹,柏建彪.高应力软岩巷道全断面松动卸压技术研究[J].采矿与安全工程学报,2008,25(1)：37-41
99. 韩立军,蒋斌松.构造复杂区域巷道控顶卸压原理与支护技术实践[J].岩石力学与工程学报,2005,24(S2)：5409-5504
100.康红普、王金华.煤巷锚杆支护理论与成套技术[M].北京：煤炭工业出版社,2007
101.袁溢.大变形巷道锚杆护表构件支护效应研究[D].成都：西南交通大学,2006
102.崔树江,陈东印.高地应力孤岛顺槽高强让压锚杆支护技术研究[J].岩土锚固工程,2007,(3)：17-22
103.张振,梁大海.国产连续采煤机在神东矿区快速掘进中的应用.煤矿机械,2010,31(5)：184-186.
104.李钦彬,鄂宇,张喜.浅谈掘锚一体化技术.煤矿机械,2010,31(8)：11-12.
105.王金华.我国煤巷机械化掘进机现状及锚杆支护技术.煤炭科学技术,2004,1(32)：6-10.
106.司志群,田军光,岳官禧.掘锚一体化实现煤巷快速掘进的几点思考[J].煤矿开采,2006,11(4)：22-24.
107.李跃宇,吴志海.我国煤矿掘进装备技术发展的思路[J].煤炭科学技术,2000,28(9)：46-49.
108.邢李涛.成庄矿掘锚一体化设备的引进与应用实践[J].科技情报开发与经济,2009,19(35)：180-181.
109.王梅仙.掘锚机施工综放切眼试验[J].中国科技信息,2006,(2)：104.
110.宋万新.ABM20S掘锚机在鲍店煤矿煤巷掘进中的应用实践[J].中国煤炭,2008,34(12)：51-53.
111.王吉安,潘培琦,张安宁等.ABM20掘锚机在张集煤矿的应用特点[J].煤矿机械,2008,29(10)：174-176.
112.陈永生,丁莉,候伟民.浅析ABM20掘锚机在煤矿开采中的应用[J].山东煤炭科技,2008,(6)：18-19
113.任满翊,亓中立.掘锚一体机在神东矿区的应用及前景[J].煤炭科技,2007,(4)：25-27.
114.马小钧.掘进机械化技术工艺现状与展望[J].煤矿支护,2008,(4)：1.6.
115.徐锁庚.国内外掘锚机组的现状及发展趋势[J].煤矿机械,2006,27(10)：3.5.
116.任葆锐,王虹.煤及半煤岩巷道掘进设备技术发展概况与思考.煤矿机电,2000,(5)：63-65.
117. Murthy, V.M.S.R.; Ghose, A.K.; Jethwa, J.L. Improving road header performance in Indian coal mines.a systems development approach and field investigations. Journal of Mines.1997,45(3):66.80.
118. Rumelhart, D. E., McClelland, J. L.,& the PDP research group. (1986). Parallel distributed processing: Explorations in the microstructure of cognition. Volume I. Cambridge. MA:MIT Press.
119. McClelland, J. L., Rumelhart, D. E.,& the PDP research group. (1986). Parallel distributed processing: Explorations in the microstructure of cognition. Volume II. Cambridge, MA:MIT Press
120.孟宪锐,王鸿鹏,刘朝晖,等.我国厚煤层开采方法的选择原则与发展现状[J].煤炭科学技术.2009,37(1)：40-44.
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. 高进,贺海涛.厚煤层综采一次采全高技术在神东矿区的应用,2010,35(11)：1888-1891.
4. 徐永圻.采矿学[M].徐州：中国矿业大学出版社,2003.
5. 王家臣.厚煤层开采理论与技术[M],冶金工业出版社,2009.9.
6. 赵启安.大断面煤巷全锚杆巷道联合支护技术[J].煤炭技术,2009,28(12)：61-63.
7. 刘孔智,曾佑富,伍永平.富水大断面煤巷结构耦合支护技术[J].西安科技大学学报,2010,30(6)：662-666.
8. 严永胜,陈艾,刘小明.羊场湾煤矿大断面巷道支护参数分析与选择[J].西安科技大学学报,2010,30(1)：19-23.
9. Paterson MS, Wong TF. Experimental Rock Deformation-the Brittle Field. Berlin:Springer; 2005.
10. 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.
11. Stephansson O. Rock Mechanics Research for Radioactive Waste Disposal in Sweden [J]. International Society for Rock Mechanics News Journal,1999,6(1):18-26.
12. 钱鸣高,缪协兴,许家林等.岩层控制的关键层理论[M].中国矿业大学出版社,2000.
13. Jaeger JC, Cook N G W.Zimmerman R W. Fundamentals of rock mechanics.4thed. Oxford:Blackwell; 2007.
14. 陈颞.岩石物理学[M].北京：北京大学出版社.2001.
15. 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.
16. 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.
17. Wagner H. Undergroud openings in overstressed rock. Proceedings of the 6th International Congress on rock mechanics, Montreal,1987
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. Stephansson O(Guest editor). International Journal of Rock Mechanics and Mining Sciences, Special Issue: DECOVALEX Ⅱ.2001,38(1):1-161.
20. 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.
21. 周维垣.高等岩石力学[M],水利水电出版社,1990：26-29.
22. 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.
23. 高延法,张庆松.矿山岩体力学[M],中国矿业大学出版社,2000：22-23.
24. 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.
25. 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.
26. 宋振骐.实用矿山压力控制[M],山东矿业学院出版社,1986：38-52.
27. 吴士良.三软煤层大采高综采围岩控制技术[J].焦作_工学院学报,1999,(3)：185-188.
28. 郝海金,吴健,张勇等.大采高开采上位岩层平衡结构及其对采场矿压显现的影响[J].煤炭学报,2004,4：137-141.
29. 赵怀祥.大采高开采技术研究[J],山东煤炭科技,1998,(4)：24-27.
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. 耿宏标,等.中厚煤层大采高回采工艺探讨[J].煤炭技术,2001.(11)：19-20.
32. 王有俊,等.大采高综采沿空掘巷矿压显现及应用效果[J].煤炭科学技术,2004(1):Salamon MDG. Energy consideration in rock mechanics:fundamental results. South AfrInst Metall,1984,84(8): 233-246.
33. 弓培林等.影响大采高综采支架稳定性的试验研究[J].太原理工大学学报,2001,11(6)：666-669.
34. 何富连,钱鸣高,刘学锋等.大采高液压支架倾倒特征与控制条件[J].中国矿业大学学报,1997,26(4)：20-24.
35. 黄庆享.浅埋煤层长壁开采顶板结构及岩层控制研究[M].徐州： 中国矿业大学出版社,2000,28-33
36. 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
37. 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
38. 钱鸣高,刘听成.矿山压力及其控制.煤炭工业出版社,1991
39. 王金华.我国大采高综采技术与装备的现状及发展趋势.煤炭科学技术,2006,34(1)：4-7
40. 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
41. Rummel F., Fairhurst C.. Determination of the post-failure behaviour of rock using a servo-controlled testing machine[J]. Rock Mech..1970,2:189-204
42. Paterson M.S.. Experimental deformation and faulting in Wombeyan marble[J]. Bull. Geol. Soc. Am. 1958.69:465-467.
43. Heard H C, Carter N L. Experimentally induced "nature" intragranular flow in quartz and quartzite [J]. Am. J. Sci.,1968.266:1-42.
44. Barton N. Choubey V. The shear strength of rock joints in theory and practice [J]. Rock Mech., 1977,10:1-54.
45. Stesky R M. Brace W F. Estimation of frictional stress on the San Andreas fault from laboratory measurements. In:Proc. Conf. Tectonic Problems of the San Andreas Fault System. Kovach. R.L.,Nur.A.(eds.). Stanford Univ. Publ. Geol. Sci.,1973.13:206-214.
46. Donath F A. Fruth L S, Olsson W A. Experimental study of frictional properties of faults. In:New Horizonsin Rock Mechanics. H.R.Hardy, R.Stefanko.(eds.) Pro.14th Symp. Rock Mech. Penn State Univ. June 1972. New York: Am. Soc. Civ. Eng.,1973:189-222.
47. Olsson W A. Effects of temperature, pressure and displacement rate on the frictional characteristics of a limestone [J]. Int. J. Rock Mech. Sci.,1974,11:267-278.
48. Friedman M, Logan J M, Rigert J A. Glass-indurated quartz gouge in sliding-friction experiments on sandstone[J]. Bull. Geol. Soc. Am,1974,85:937-942.
49. Brace W F, Byerlee J D. California earthquakes-why only shallow focus [J]? Science,1970,168: 1573-1575.
50. Brace W F. Laboratory studies of stick-slip and their application to earthquakes [J]. Tectonophysics, 1972,14:189-200.
51. Drennon C B, Handy R L. Stick-slip of lightly loaded limestone [J]. Int. J. Rock Mech. Min. Sci., 1972,(9):603-615.
52. Griggs D T, Turner F J, Heard H C. Deformation of rocks at 500℃to 800℃. In:Rock Deformation. Giggs D T, Handin J (eds.). Geol. Soc. Am. Memoir.,1960,79:39-104.
53. 刘涛.厚煤层大采高综采技术现状[J].煤炭工程,2002.2：4-8.
54. 毛德兵,康立军.大采高综放开采及其应用可行性分析[J].煤矿开采,2003(1)：11-15.
55. 黄庆享,刘文岗,田银素.近浅埋煤层大采高矿压显现规律实测研究[J].矿山压力与顶板管理,2003(3)：58-60.
56. 宫全红.高效大采高综采工作面参数确定[J].同煤科技,2004.3 No.1：3-5.
57. 郝海金,张勇,陆明心,等.缓倾斜厚煤层大采高开采工作面矿压研究[J].煤,2003(2)：11-13.
58. 王立兵,李敬民,李建军.大采高综采超前支承压力观测及应用[J].华北科技学院学报,2004.(3)：24-27.
59. 吴士良.三软煤层大采高倾斜长壁综采围岩控制技术[J].焦作工学院学报,1999.5
60. 李建军.大采高综采工作面矿压观测与顶板管理[J].华北科技学院学报,2004(2)：10-12.
61.宋建国,大采高综采面矿压显现规律研究[J].矿山压力与顶板管理,2005(2)：19-21.
62. 弓培林,靳钟铭.大采高采场覆岩结构特征及运动规律研究[J].煤炭学报,2004(1)：7-11.
63. 郝海金,张勇,袁宗本.大采高采场繁体力学模型及采场矿压显现的影响[J].矿山压力与顶板管理,2003(1)：21-25.
64.郝海金,吴健,张勇,等.大采高开采上位岩层平衡结构及其对采场矿压显现的影响[J].煤炭学报,2004(2)：137-141.
65. 钱鸣高,石平五,邹喜正,等.矿山压力与岩层控制[M].徐州：中国矿业大学出版社,2003
66. 钱鸣高,缪协兴,许家林,等.岩层控制的关键层理论[M].徐州：中国矿业大学出版社,2003.
67. 许家林.岩层移动与控制的关键层理论及其应用[D].徐州：中国矿业大学,1999.
68. 袁亮.低透气性煤层群无煤柱煤与瓦斯共采理论与实践.煤炭工业出版社,2008
69 袁亮.松软低透气性煤层群瓦斯抽采理论与技术[M].北京：煤炭工业出版社,2004
70. Jialin Xu, Minggao Qian. Study and Application of the"O-shaped" Circle Theory for Relieved Methaned rainage[A]. In:Ileping Xie & Tad S. Golosinskied Proceedings of the'99 International Symposium on Mining Science and Technology[C]. Rotterdam:A.A.BALKEMA,1999:113-116.
71. 李庶林.应力控制技术及其应用综述[J],岩土力学,1997,18(1)：90-96
72. 钱鸣高.矿山压力与岩层控制[M].徐州：中国矿业大学出版社,2003
73. 韩瑞庚.地下工程新奥法[M].科学出版社,1987
74. Barton. Nick, Grimstad, etc. Rock mass conditions dictate choice between NMT and NATM [J], Tunnels and Tunnelling,1994, (10):39-42
75. 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
76. 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
77. 朱效嘉.锚杆支护理论进展[J].光爆锚喷,1996,(3)：1-4
78. 何满潮.中国煤矿软岩巷道支护理论与实践[M].北京：中国矿业大学出版社,1996
79. 何满潮,景海河,孙晓明.软岩工程力学[M].北京：科学出版社,2002
80.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
81.方祖烈.拉压域特征及主次承载区的维护理论[J].世纪之交软岩工程技术现状与展望,北京：煤炭工业出版社,1999:48-51
82. 王悦汉,陆士良等.顶部卸压法维护软岩硐室[J].矿山压力与顶板管理,1992(2)：4-10
83. 钱鸣高.矿山压力与岩层控制[M].徐州：中国矿业大学出版社,2003
84. 郑雨天.关于软岩巷道地压与支护的基木观点[J],软岩巷道掘进与支护文集,1985(5)：31-35
85.康红普.顶部卸压法维护软岩硐室的模拟研究与实践[J].建井技术,1993,(3)：32-35
86. 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
87. 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
88. 郑雨天.关于软岩巷道地压与支护的基本观点[J].软岩巷道掘进与支护文集,1985(5)：31-35
89. 朱效嘉.锚杆支护理论进展[J].光爆锚喷,1996,(3)：1-4
90. 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
91. 何满潮,景海河,孙晓明.软岩工程力学[M].北京：科学出版社,2002
92. 何满潮.中国煤矿软岩巷道支护理论与实践[M].北京：中国矿业大学出版社,1996
93. 方祖烈.拉压域特征及主次承载区的维护理论[J].世纪之交软岩工程技术现状与展望,北京：煤炭工业出版社,1999:48-51
94.康红普.顶部卸压法维护软岩硐室的模拟研究与实践[J].建井技术,1993,(3)：32-35
95. 王悦汉,陆士良.顶部卸压法维护软岩硐室[J].矿山压力与顶板管理,1992(2)：4-10
96. 康红普.软岩巷道底鼓的机理及防治[M].北京：煤炭工业出版社,1993
97. 王襄禹.高应力软岩巷道有控卸压与端变控制研究[D].徐州：中国矿业大学,2008
98. 王裳禹,柏建彪.高应力软岩巷道全断面松动卸压技术研究[J].采矿与安全工程学报,2008,25(1)：37-41
99. 韩立军,蒋斌松.构造复杂区域巷道控顶卸压原理与支护技术实践[J].岩石力学与工程学报,2005,24(S2)：5409-5504
100.康红普、王金华.煤巷锚杆支护理论与成套技术[M].北京：煤炭工业出版社,2007
101.袁溢.大变形巷道锚杆护表构件支护效应研究[D].成都：西南交通大学,2006
102.崔树江,陈东印.高地应力孤岛顺槽高强让压锚杆支护技术研究[J].岩土锚固工程,2007,(3)：17-22
103.张振,梁大海.国产连续采煤机在神东矿区快速掘进中的应用.煤矿机械,2010,31(5)：184-186.
104.李钦彬,鄂宇,张喜.浅谈掘锚一体化技术.煤矿机械,2010,31(8)：11-12.
105.王金华.我国煤巷机械化掘进机现状及锚杆支护技术.煤炭科学技术,2004,1(32)：6-10.
106.司志群,田军光,岳官禧.掘锚一体化实现煤巷快速掘进的几点思考[J].煤矿开采,2006,11(4)：22-24.
107.李跃宇,吴志海.我国煤矿掘进装备技术发展的思路[J].煤炭科学技术,2000,28(9)：46-49.
108.邢李涛.成庄矿掘锚一体化设备的引进与应用实践[J].科技情报开发与经济,2009,19(35)：180-181.
109.王梅仙.掘锚机施工综放切眼试验[J].中国科技信息,2006,(2)：104.
110.宋万新.ABM20S掘锚机在鲍店煤矿煤巷掘进中的应用实践[J].中国煤炭,2008,34(12)：51-53.
111.王吉安,潘培琦,张安宁等.ABM20掘锚机在张集煤矿的应用特点[J].煤矿机械,2008,29(10)：174-176.
112.陈永生,丁莉,候伟民.浅析ABM20掘锚机在煤矿开采中的应用[J].山东煤炭科技,2008,(6)：18-19
113.任满翊,亓中立.掘锚一体机在神东矿区的应用及前景[J].煤炭科技,2007,(4)：25-27.
114.马小钧.掘进机械化技术工艺现状与展望[J].煤矿支护,2008,(4)：1.6.
115.徐锁庚.国内外掘锚机组的现状及发展趋势[J].煤矿机械,2006,27(10)：3.5.
116.任葆锐,王虹.煤及半煤岩巷道掘进设备技术发展概况与思考.煤矿机电,2000,(5)：63-65.
117. Murthy, V.M.S.R.; Ghose, A.K.; Jethwa, J.L. Improving road header performance in Indian coal mines.a systems development approach and field investigations. Journal of Mines.1997,45(3):66.80.
118. Rumelhart, D. E., McClelland, J. L.,& the PDP research group. (1986). Parallel distributed processing: Explorations in the microstructure of cognition. Volume I. Cambridge. MA:MIT Press.
119. McClelland, J. L., Rumelhart, D. E.,& the PDP research group. (1986). Parallel distributed processing: Explorations in the microstructure of cognition. Volume II. Cambridge, MA:MIT Press
120.孟宪锐,王鸿鹏,刘朝晖,等.我国厚煤层开采方法的选择原则与发展现状[J].煤炭科学技术.2009,37(1)：40-44.