煤层顶底板突水地质力学条件及其危险性研究
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摘要
矿井突水是影响煤矿安全开采的重要因素。因此,开展煤层顶底板突水理论与防治的研究具有重要意义。论文以开滦矿区范各庄矿和东欢坨矿为依托,运用岩石力学、水文地质和模糊数学等多学科理论,结合岩石力学试验、数值模拟和统计分析等研究方法,系统分析了影响煤层顶底板突水的含水层条件、隔水介质条件和构造条件。论文重点研究了影响煤层顶底板力学性质的岩性、侧压力和水等因素特征,建立了煤层顶底板岩层岩石力学性质与主要控制因素之间的定量关系。研究了开滦矿区地应力条件及其对突水控制作用,认为地应力实质是通过水压力与岩体破裂压力关系、水压与最小主应力的关系对突水进行控制。结合特定矿井(范各庄矿)的实际水文地质条件,对12煤层在含导水性不同和导通含水层位不同的断层附近开采时断层防水煤柱留设值进行了理论计算和模拟确定。利用模糊综合评价方法,对.开滦矿区范各庄矿12煤层底板和东欢坨矿12-2煤层底板突水危险性进行了分区评价。最后,提出在巨厚松散层水压较大条件下煤层开采的基于“保护层透水系数”的防水煤柱留设方法。
Water inrush is an important factor in coal mine safe exploitation. Therefore, study on water inrush theory and prevention of coal roof and floor had a great significance. This dissertation based on Fangezhuang coal mine and Donghuantuo coal mine in Kailuan coal mine area, applied the multidisciplinary theory of rock mechanics, hydrogeology, fuzzy mathematics, combined with research methods, such as rock mechanics test, numerical simulations and statistical analysis, analyzed systematically the factors of coal roof and floor water inrush fundamental geology factors including aquifer condition, aquifuge medium condition and fracture structure condition. The rock mechanics properties of coal roof and floor, such as lithology, lateral pressure and water, were mainly researched. The correlativity had been established between rock mechanics properties and those parameters. In-situ stress characteristic in Kailuan coal mine area and its controlling of water inrush was researched. The substance of in-situ stress controlling of water inrush was to relationships between water pressure and rock fracture pressure and between water pressure and the minimum principal stress. On the basis of the actual hydro-geological conditions of a particular coal mine like Fangezhuang, exploited No.12 coal mine nearby fault with different water conductivity and connectivity of different aquifer waterproof coal pillar reasonable design width was been defined by using theoretic calculation and numerical simulation. Using the fuzzy comprehensive assessment method, water inrush risk evaluation for No.12 coal floor of Fangezhuang coal mine and No.12-2 coal floor of Donghuantuo coal mine were evaluated. Finally, method of coal mine exploitation based on protective layer permeable coefficient under extremely thick unconsolidated strata under higher water pressure was put forward.
矿井突水是影响煤矿安全开采的重要因素。因此,开展煤层顶底板突水理论与防治的研究具有重要意义。论文以开滦矿区范各庄矿和东欢坨矿为依托,运用岩石力学、水文地质和模糊数学等多学科理论,结合岩石力学试验、数值模拟和统计分析等研究方法,系统分析了影响煤层顶底板突水的含水层条件、隔水介质条件和构造条件。论文重点研究了影响煤层顶底板力学性质的岩性、侧压力和水等因素特征,建立了煤层顶底板岩层岩石力学性质与主要控制因素之间的定量关系。研究了开滦矿区地应力条件及其对突水控制作用,认为地应力实质是通过水压力与岩体破裂压力关系、水压与最小主应力的关系对突水进行控制。结合特定矿井(范各庄矿)的实际水文地质条件,对12煤层在含导水性不同和导通含水层位不同的断层附近开采时断层防水煤柱留设值进行了理论计算和模拟确定。利用模糊综合评价方法,对.开滦矿区范各庄矿12煤层底板和东欢坨矿12-2煤层底板突水危险性进行了分区评价。最后,提出在巨厚松散层水压较大条件下煤层开采的基于“保护层透水系数”的防水煤柱留设方法。
Water inrush is an important factor in coal mine safe exploitation. Therefore, study on water inrush theory and prevention of coal roof and floor had a great significance. This dissertation based on Fangezhuang coal mine and Donghuantuo coal mine in Kailuan coal mine area, applied the multidisciplinary theory of rock mechanics, hydrogeology, fuzzy mathematics, combined with research methods, such as rock mechanics test, numerical simulations and statistical analysis, analyzed systematically the factors of coal roof and floor water inrush fundamental geology factors including aquifer condition, aquifuge medium condition and fracture structure condition. The rock mechanics properties of coal roof and floor, such as lithology, lateral pressure and water, were mainly researched. The correlativity had been established between rock mechanics properties and those parameters. In-situ stress characteristic in Kailuan coal mine area and its controlling of water inrush was researched. The substance of in-situ stress controlling of water inrush was to relationships between water pressure and rock fracture pressure and between water pressure and the minimum principal stress. On the basis of the actual hydro-geological conditions of a particular coal mine like Fangezhuang, exploited No.12 coal mine nearby fault with different water conductivity and connectivity of different aquifer waterproof coal pillar reasonable design width was been defined by using theoretic calculation and numerical simulation. Using the fuzzy comprehensive assessment method, water inrush risk evaluation for No.12 coal floor of Fangezhuang coal mine and No.12-2 coal floor of Donghuantuo coal mine were evaluated. Finally, method of coal mine exploitation based on protective layer permeable coefficient under extremely thick unconsolidated strata under higher water pressure was put forward.
Water inrush is an important factor in coal mine safe exploitation. Therefore, study on water inrush theory and prevention of coal roof and floor had a great significance. This dissertation based on Fangezhuang coal mine and Donghuantuo coal mine in Kailuan coal mine area, applied the multidisciplinary theory of rock mechanics, hydrogeology, fuzzy mathematics, combined with research methods, such as rock mechanics test, numerical simulations and statistical analysis, analyzed systematically the factors of coal roof and floor water inrush fundamental geology factors including aquifer condition, aquifuge medium condition and fracture structure condition. The rock mechanics properties of coal roof and floor, such as lithology, lateral pressure and water, were mainly researched. The correlativity had been established between rock mechanics properties and those parameters. In-situ stress characteristic in Kailuan coal mine area and its controlling of water inrush was researched. The substance of in-situ stress controlling of water inrush was to relationships between water pressure and rock fracture pressure and between water pressure and the minimum principal stress. On the basis of the actual hydro-geological conditions of a particular coal mine like Fangezhuang, exploited No.12 coal mine nearby fault with different water conductivity and connectivity of different aquifer waterproof coal pillar reasonable design width was been defined by using theoretic calculation and numerical simulation. Using the fuzzy comprehensive assessment method, water inrush risk evaluation for No.12 coal floor of Fangezhuang coal mine and No.12-2 coal floor of Donghuantuo coal mine were evaluated. Finally, method of coal mine exploitation based on protective layer permeable coefficient under extremely thick unconsolidated strata under higher water pressure was put forward.
矿井突水是影响煤矿安全开采的重要因素。因此,开展煤层顶底板突水理论与防治的研究具有重要意义。论文以开滦矿区范各庄矿和东欢坨矿为依托,运用岩石力学、水文地质和模糊数学等多学科理论,结合岩石力学试验、数值模拟和统计分析等研究方法,系统分析了影响煤层顶底板突水的含水层条件、隔水介质条件和构造条件。论文重点研究了影响煤层顶底板力学性质的岩性、侧压力和水等因素特征,建立了煤层顶底板岩层岩石力学性质与主要控制因素之间的定量关系。研究了开滦矿区地应力条件及其对突水控制作用,认为地应力实质是通过水压力与岩体破裂压力关系、水压与最小主应力的关系对突水进行控制。结合特定矿井(范各庄矿)的实际水文地质条件,对12煤层在含导水性不同和导通含水层位不同的断层附近开采时断层防水煤柱留设值进行了理论计算和模拟确定。利用模糊综合评价方法,对.开滦矿区范各庄矿12煤层底板和东欢坨矿12-2煤层底板突水危险性进行了分区评价。最后,提出在巨厚松散层水压较大条件下煤层开采的基于“保护层透水系数”的防水煤柱留设方法。
Water inrush is an important factor in coal mine safe exploitation. Therefore, study on water inrush theory and prevention of coal roof and floor had a great significance. This dissertation based on Fangezhuang coal mine and Donghuantuo coal mine in Kailuan coal mine area, applied the multidisciplinary theory of rock mechanics, hydrogeology, fuzzy mathematics, combined with research methods, such as rock mechanics test, numerical simulations and statistical analysis, analyzed systematically the factors of coal roof and floor water inrush fundamental geology factors including aquifer condition, aquifuge medium condition and fracture structure condition. The rock mechanics properties of coal roof and floor, such as lithology, lateral pressure and water, were mainly researched. The correlativity had been established between rock mechanics properties and those parameters. In-situ stress characteristic in Kailuan coal mine area and its controlling of water inrush was researched. The substance of in-situ stress controlling of water inrush was to relationships between water pressure and rock fracture pressure and between water pressure and the minimum principal stress. On the basis of the actual hydro-geological conditions of a particular coal mine like Fangezhuang, exploited No.12 coal mine nearby fault with different water conductivity and connectivity of different aquifer waterproof coal pillar reasonable design width was been defined by using theoretic calculation and numerical simulation. Using the fuzzy comprehensive assessment method, water inrush risk evaluation for No.12 coal floor of Fangezhuang coal mine and No.12-2 coal floor of Donghuantuo coal mine were evaluated. Finally, method of coal mine exploitation based on protective layer permeable coefficient under extremely thick unconsolidated strata under higher water pressure was put forward.
引文
1.张金才,张玉卓,刘天泉.岩体渗流与煤层底板突水[M].北京：地质出版社,1997
2.B.斯列萨列夫.水体下安全采煤的条件[M].国外矿山防治水技术的发展和实践,冶金矿山设计院,1983
3. Christian Wolkersdorfer and Rob Bowell. Contemporary Reviews of Mine Water Studies in EuropefJ]. Mine Water and the Environment,2004,23:161-164
4. Marco Salis and Lucien Duckstein. Mining under a limestone aquifer in southern Sardinia:a multiobjective approach[J]. Geotechnical and Geological Engineering,1983,1(4):357-374
5. R.N.Singh and M.Jakeman. Strata Monitoring Investigations A round Longwall Panels Beneath the Cataract Reservoir[J]. Mine Water and the Environment,2001,20:55-64
6. N.V.Nevolin, B.P.Shilkov, V.M.Potepko. Sudden rock failures in mining coal seams of the kizel basin[J]. Journal of mining science,2003,39(1):21-28
7. S.V.Kuznetsov and V.A.Trofimov. Hydrodynamic effect of coal seam compression.Journal of mining science[J].2002,39(3):205-212
8.杨栋,赵阳升.裂隙底板采场流固耦合作用的数值模拟[J].煤炭学报,1998,23(1)：37-41
9. J.A. Wang, H.D. Park. Coal mining above a confined aquifer[J]. Int. J. Rock Mech. Min. Sci.,2003,40(4): 537-551
10.郑少河,朱维申,王书法.承压水上采煤的流固耦合问题研究[J].岩石力学与工程学报,2000(7)：421-424
11.白晨光,黎良杰,于学馥.承压水底板关键层失稳的尖点突变模型[J].煤炭学报,1997,22(2)：149-154
12.王连国,宋扬.煤层底板突水突变模型[J].工程地质学报,2002,8(2)：160-163
13.李白英.预防矿井底板突水的“下三带”理论及其发展与应用[J].山东矿业学院学报,1999,8(4)：11-18
14. Wu Q, Wang M, Wu X. Investigations of groundwater bursting into coal mine seam floors from fault zones[J]. International Journal of Rock Mechanics & Mining Sciences,2004,41:557-571
15. Zhang Jincai, Shen Baohong. A Coal mining under aquifers in China:a case study[J]. International Journal of Rock Mechanics & Mining Sciences,2004,41:629-639
16. Wang J A, Park H D. Fluid permeability of sedimentary rocks in a complete stress-strain process[J]. Engineering Geology,2002,63:291-300
17. Zhang J C. Stress-dependent permeability variation and mine subsidence, Pacific Rocks 2000. Girard J, Liebman M, Breeds C & Doe T (eds) [J]. Belkema, Rotterdam; 2000,811-816
18.杨天鸿等.承压水底板突水失稳过程的数值模型初探[J].地质力学学报,2003,9(3)：281-288
19.王作宇,刘鸿泉.承压水上采煤[M].煤炭工业出版社,1992
20.钱鸣高,缪协兴,徐家林等.岩层控制的关键层理论fM].中国矿业大学出版社,2000
21.高延法,施龙青,娄华君.底板突水规律与突水优势面[M].中国矿业大学出版社,1999
22.宋振琪,蒋宇静,杨增夫等.煤矿重大事故预测和控制的动力信息基础研究[M].煤炭工业出版社,2003
23.黎良杰,钱鸣高,殷有泉.采场底板突水相似材料模拟研究[J].煤田地质与勘探,1997,25(1)：37-40
24.赵阳升,胡耀青.承压水上采煤理论与技术[M]煤炭工业出版社，2004
25.许学汉,王杰等.煤矿突水预报研究[M].北京：地质出版社,1991
26.黄国明,苏文智.利用神经网络预测煤层底板突水[J].华东地质学院学报,1996,19(2)：170-172
27.詹美礼,岑建.岩体水力劈裂机制圆筒模型试验及解析理论研究[J].岩石力学与工程学报,2007,26(6)：1173-1181
28.王秀辉.采煤工作面底板突水预报的多参数测试方法[J].煤田地质与勘探,1998,26(1)：36-39
29.武强.华北型煤田矿井防治水决策系统[M].北京：煤炭工业出版社,1995
30.冯利军,郭晓山.人工神经网络在矿井突水预报中的应用[J].西安科技学院学报,2003,23(4)：369-371
31.扬永国,黄福臣.非线性方法在矿井突水水源判别中的应用研究[J].中国矿业大学学报,2007,36(3)：283-286
32.张文泉,肖洪天,刘伟韬.矿井底板岩体裂隙网络模拟与突水通道搜寻研究[J].煤炭学报,2000,25(增)：75-78
33.许学汉,王杰.煤矿突水预报研究[M].北京：地质出版社,1991
34.郑世书,孙亚军.GIS在殷庄煤矿微山湖下采区工作面涌水预测中的应用[J].中国矿业大学学报,23(2)：48-56
35.杨天鸿.承压水底板突水失稳过程的数值模型初探[J].地质力学学报,2003,9(3)：281-288
36.刘超,唐春安,李连崇等.基于背景应力场与微震活动性的注浆帷幕突水危险性评价[J].岩石力学与工程学报,2009,28(2)：366-372
37.姜福兴,叶根喜,王存文等.高精度微震监测技术在煤矿突水监测中的应用[J].岩石力学与工程学报,2008,27(9)：1932-1938
38.杨天鸿,唐春安,谭志宏等.岩体破坏突水模型研究现状及突水预测预报研究发展趋势[J].岩石力学与工程学报,2007,26(6)：268-277
39. GIARRATAND L,RILEY G.专家系统原理与编程[M].北京：机械工业出版社,2006
40.高延法,施龙清,娄华君等.底板突水规律与突水优势面[M].徐州：中国矿业大学出版社,1999
41.柴军瑞,韩群柱.岩体渗流场与温度场耦合的连续介质模型[J].地下水,1997,19(2)：59-62
42.朱万成,唐春安,杨天鸿等.岩石破裂过程分析(RFPA2D)系统的细观单元本构关系及验证[J].岩石力学与工程学报,2003,22(1)：24-29
43.赵延林,曹平,林杭等.渗透压作用下压剪岩石裂纹流变断裂贯通机制及破坏准则探讨[J].岩土工程学报,2008,30(4)：511-517
44.陈卫忠,朱维申.节理岩体断裂损伤耦合的模型及其应用[J].水利学报,1999,(12)：33-37
45. ZHU Q H, FENG M M, MAO X B. Numerical analysis of water inrush from working-face floor during mining[J]. Journal of China University of Mining and Technology,2008,18(2):159-163
46. Van Eekelen.Hydraulic Fracture Geometry:Fracture containment in layered formations[J], International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts,1982,19(6):127-131
47. S H Advani.J K Lee.Finite Element Model Simulations Associated with hydraulic fracturing[J]. International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts,1982,19(6):209-218
48. A Settari,M P Cleary.Three-Dimensional Simulation of Hydraulic Fracturing[J].JPT 1984,36(7):1170-1190
49. I D Palmer,H B Carrol,Numerical Solution for Height and Elongated Hydraulic Fracturing.SPE 11,627
50. R J Clifton,A S Abou-Sayted.Avariational Approach to the Prediction of the Three Dimensional Geometry of Hydraulic Fractures.SPE 9,879
51. M P Cleary, K Y Lam. A Complete Three-Dimensional Simulator for Analysis and Design of Hydraulic Fracturing[J].1986,SPE 15,266
52.赵金洲.水力压裂三维延仲扩展研究[J].全国首届青年采矿科学与技术研讨会论文集,沈阳,1989
53.吴迪详,刘忠春.水力压裂垂直裂缝形态的数值模拟[J].石油钻采工艺,1991,13(4)：15-20
54.赵水胜,王秀娟,兰玉波,等.关于压裂裂缝形态模型的讨论[J].石油勘探与开发,2001,28(6)：97-98
55.傅雪海,秦勇,韦重韬.煤层气地质学[M].中国矿业大学出版社,2007：117-158
56.杨善安.采场底板断层突水及其防治方法[J].煤炭学报1994,19(6)：620-625
57.黎良杰,钱鸣高,李树刚.断层突水机理分析[J].煤炭学报,1996,21(2)：119-123
58.刘伟韬,武强.范各庄矿FO断层滞后突水数值模拟[J].岩石力学与工程学报,2008,27(6)：151-158
59. Wu Q, Wang M, Wu X. Investigations of groundwater bursting into coal mine seam floors from fault zones[J]. International Journal of Rock Mechanics & Mining Sciences,2004,41:557-571
60.武强,刘金韬,钟亚平等.开滦赵各庄矿断裂滞后突水数值仿真模拟明.煤炭学报,2002,27(5)：512-515
61.孙方斌.断层对底板突水的影响作用(PHM)[D]青岛：山东科技大学,2006
62.张建华.煤层底板突水机理的基础研究[D].徐州：中国矿业大学,1992
63.尹会永,魏久传,李子林,施龙青.潘西煤矿断裂构造突水机制探讨[J].山东科技大学学报,2007,3,26(3)：30-33
64.管恩太.演马庄煤矿断层突水特征及其预测预报方法[J].煤炭工程,2005,(7)：43-45
65.王恩营.煤炭开采中小断层研究的几个问题[J].中国矿业,2006,15(8)：60-62
66.武强,周英杰,刘金韬等.煤层底板断层滞后型突水时效机理的力学试验研究[J].煤炭学报,2003,28(6)：561-565
67.施龙青,曲有刚,徐望国.采场底板断层突水判别方法[J].矿山压力与顶板管理,2000,2：49-51
68.刘志军,胡耀青.承压水上采煤断层突水的固流耦合研究[J].煤炭学报,2007,32(10)：1046-1050
69. Goodman R.E, Taylor R.L, Brekke T.L. A model for the mechanics of jointed rock, Journal of the Soil Mechanics and Foundations Division, ASCE, vol.94, SM 3.1968
70. Goodman RE. Methods of geological engineering in discontinuous rock, West Publishing CoMPany.1976
71. Goodman R.E. Introducation to rock mechanics, John Wiley & Sons.1980
72. Desai. et al. Design of tunnel support systems, Highway Research Records,339.1970
73. ZHU Q H,FENG M M,MAO X B. Numerical analysis of water inrush from working-face floor during mining[J]. Journal of China University of Mining and Technology,2008,18(2):159-163
74. Young K, Amadei B, Pan E.Modeling the effect of water, excavation sequence and rock reinforcement with discontinuous deformation analysis[J].Int J Rock Mech Min Sci,1999,36(7):949-955
75. E Hoek, Brown. Underground excavation in rock[M]. Austin Ang. Sons. Ltd, Hertford England,1980
76.康红普.高强度锚杆支护技术的发展及应用[J].煤炭科学技术,2000,(2)：1-4
77.朱维申,张玉军.锚杆加固围岩的效应及其在三峡船闸高边坡中的应用[J].国际岩土锚固与灌浆新进展.北京：中国建筑工业出版社,1996
78.谢和平,陈忠辉.岩石力学[M].科学出版社,2004
79.王金安,谢和平.建筑物下厚煤层特殊开采的三维数值模拟分析[J].岩石力学与工程学报,1999,(1)：12-16
80.孟召平.煤层顶板沉积岩体结构及其对顶板稳定性的影响[D].中国矿业大学(北京),1999
81.彭苏萍,孟召平.长壁工作面顶底板稳定性数值模拟[J].中国矿业大学学报,1999
82.尹尚先,武强.煤层底板陷落柱突水模拟及机理分析[J].岩石力学与工程学报,1999,23(15)：2551-2556
83.张红日,张文泉.矿井底板突水过程中岩溶承压水的作用[J].中国地质灾害与防治学报,1999,10(1)：88-95
84.陶振宇,沈小莹.库区应力场的耦合分析[J].武汉水利电力学院学报,1988,32(1)：8-13
85.许学汉,王杰等著.煤矿突水预报研究[M].北京：地质出版社,1991
86.黄国明,苏文智.利用神经网络预测煤层底板突水[J].华东地质学院学报,1996,19(2)：170-172,182
87. 王秀辉.采煤工作面底板突水预报的多参数测试方法[J].煤田地质与勘探,1998,26(A00)：36-39
88.钱家忠,朱学愚等.矿井涌水量的灰色马尔可夫预报模型[J].煤炭学报,2000,25(1)：71-75
89.武强,金玉洁.华北型煤田矿井防治水决策系统[M].北京：煤炭工业出版社,1995
90.武强,解淑寒,裴振江等.煤层底板突水评价的新型实用方法Ⅲ-基于GIS的ANN型脆弱性指数法应用[J].煤炭学报,2007,12-16
91.陈泰生,蔡元龙.用模式识别方法预测煤矿突水[J].煤炭学报,1990,15(4)：63-67
92.王茂连,李定龙.GIS在刘桥二矿煤层底板突水预测中的应用[Jl.煤田地质与勘探,1998,25(5)：63-66
93.孙苏南,曹中初,郑世书等.用地理信息系统预测煤层底板突水[J].煤田地质与勘探,1996,24(6)：40-43
94.江东,王建华.基于G1S的煤矿底板突水预测模型的构造与应用[J].中国地质灾害与防治学报,1999,10(1)：68-72
95.孟召平,易武,兰华等.开滦范各庄井田突水特征及煤层底板突水地质条件分析[J].岩石力学与工程学报,2009,28(2)：228-237
96.孟召平,彭苏萍,凌标灿.不同侧压下沉积岩石变形与强度特征[J].煤炭学报,2900,25(1)：15-18
97.孟召平,彭苏萍,傅继彤.含煤岩系岩石力学性质控制因素探讨[J].岩石力学与工程学报,2002,21(1)：102-108
98.李世平,李玉寿,吴振业.岩石全应力应变过程对应的渗透率-应变方程[J].岩土工程学报,1995,17(2)：13-19
99.孟召平,潘结南,刘亮亮等.含水量对沉积岩力学性质及其冲击倾向性的影响[J].岩石力学与工程学报,2009,28(增1)：2637-2643
100.王鸿勋.水力压裂原理[M].北京：石油工业出版,1987
101. E. Hoek, E. T. Brown. Underground excavation in rock[M].the institute of mining and metallurgy, London, 1980
102.钟亚平.开滦煤矿防治水综合技术研究[M].北京：煤炭工业出版社,2001
103.孟召平,田永东,李国富.沁水盆地南部煤储层渗透性与地应力之间关系和控制机理[J].自然科学进展,2009,19(10)：1142-1148
104. Schmitt, D. R.& M. D. Zoback 1989. Poroelastic effects in the determinationg of the maximum horizontal principal stress in hydraulic fracturing tests-a proposed breakdown equation employing a modified effective stress relation for tensile failure[J]. Int. J. Rock Mech. Min. Sci.&Geomech. Abstr.26:499-506
105. Tang C. A. Hudson JA, Xu XH. Rock failure instability and related aspect of earthquake mechanism[M]. China Coal Industry Publishing House,1993
106. Zadeh. Fuzzy Sets[J].Information and control,1965,8:338-353
107.汪培庄,韩立岩.应用模糊数学[M].北京：北京经济学院出版社,1989：160-167
108.于学馥.非确定性科学决策方法[M].北京：科学出版社,2000
109.孟召平,王睿,汪元有等.开滦范各庄井田12煤层底板突水危险性的地质评价[J].采矿与安全工程学报.2010,(3)：195-203
110.许进鹏,张乃宏,童世杰.陷落柱防水煤柱留设的探讨[J].煤炭科技,2002,3：7-8
111.王睿,孟召平,谢晓彤等.巨厚松散层下防水煤柱合理留设及其数值模拟分析[J].煤田地质与勘探,2010,10：55-60
112.武强,黄晓玲,董东林等.评价煤层顶板涌(突)水条件的“三图—双预测法”[J].煤炭学报,2000,25(1)：60-65
113.崔芳鹏,武强等.断层防水煤(岩)柱安全宽度的计算与评价[J].辽宁工程技术大学学报(自然科学版),28(4)：517-520
114.黎良杰,钱鸣高,李树刚.断层突水机理分析[J].煤炭学报,1996,21(1)：119-123
115.许延春.防水煤岩柱保护层的有效隔水厚度留设方法[J].煤炭学报,2005,30(6)：305-308
116.康永华.巨厚含水砂层下顶水综放开采试验研究[J].煤炭科学技术,1998,26(9)：17-21
117. ZHU Q H, FENG M M, MAO X B. Numerical analysis of water inrush from working-face floor during mining[J]. Journal of China University of Mining and Technology,2008,18(2):159-163
118.刘天泉.矿山岩体采动影响与控制工程学及其应用[J].煤炭学报,1995,20(1)：15-17
119.钱鸣高,许家林,缪协兴.煤矿绿色开采技术[J].中国矿业大学学报,2003,32(4)：343-347
120.许家林,钱鸣高.岩层采动裂隙分布在绿色开采中的应用[J].中国矿业大学学报,2004,33(2)：141-144
121.杨延毅,周维恒.裂隙岩体的渗流—损伤耦合模型分析及其应用[J].水利学报,2001,12(5)：19-27
122.赵阳升,杨栋.三维应力作用下岩石裂隙水渗流物性规律的试验研究[J].中国科学E辑,1999,29(1)：82-86
123.刘伯.开滦矿区水害类型及防治水对策[J].河北煤炭,2005(1)：12-14
124.李瑛,吴承梅.缩小冲积层防水煤柱的开采技术[J].煤炭科学技术,2006,34(10)：15-16
125.于永幸,肖华强.巨厚松散含水层压煤开采上限研究[J].煤矿开采,2008,13(2)：52-54
2.B.斯列萨列夫.水体下安全采煤的条件[M].国外矿山防治水技术的发展和实践,冶金矿山设计院,1983
3. Christian Wolkersdorfer and Rob Bowell. Contemporary Reviews of Mine Water Studies in EuropefJ]. Mine Water and the Environment,2004,23:161-164
4. Marco Salis and Lucien Duckstein. Mining under a limestone aquifer in southern Sardinia:a multiobjective approach[J]. Geotechnical and Geological Engineering,1983,1(4):357-374
5. R.N.Singh and M.Jakeman. Strata Monitoring Investigations A round Longwall Panels Beneath the Cataract Reservoir[J]. Mine Water and the Environment,2001,20:55-64
6. N.V.Nevolin, B.P.Shilkov, V.M.Potepko. Sudden rock failures in mining coal seams of the kizel basin[J]. Journal of mining science,2003,39(1):21-28
7. S.V.Kuznetsov and V.A.Trofimov. Hydrodynamic effect of coal seam compression.Journal of mining science[J].2002,39(3):205-212
8.杨栋,赵阳升.裂隙底板采场流固耦合作用的数值模拟[J].煤炭学报,1998,23(1)：37-41
9. J.A. Wang, H.D. Park. Coal mining above a confined aquifer[J]. Int. J. Rock Mech. Min. Sci.,2003,40(4): 537-551
10.郑少河,朱维申,王书法.承压水上采煤的流固耦合问题研究[J].岩石力学与工程学报,2000(7)：421-424
11.白晨光,黎良杰,于学馥.承压水底板关键层失稳的尖点突变模型[J].煤炭学报,1997,22(2)：149-154
12.王连国,宋扬.煤层底板突水突变模型[J].工程地质学报,2002,8(2)：160-163
13.李白英.预防矿井底板突水的“下三带”理论及其发展与应用[J].山东矿业学院学报,1999,8(4)：11-18
14. Wu Q, Wang M, Wu X. Investigations of groundwater bursting into coal mine seam floors from fault zones[J]. International Journal of Rock Mechanics & Mining Sciences,2004,41:557-571
15. Zhang Jincai, Shen Baohong. A Coal mining under aquifers in China:a case study[J]. International Journal of Rock Mechanics & Mining Sciences,2004,41:629-639
16. Wang J A, Park H D. Fluid permeability of sedimentary rocks in a complete stress-strain process[J]. Engineering Geology,2002,63:291-300
17. Zhang J C. Stress-dependent permeability variation and mine subsidence, Pacific Rocks 2000. Girard J, Liebman M, Breeds C & Doe T (eds) [J]. Belkema, Rotterdam; 2000,811-816
18.杨天鸿等.承压水底板突水失稳过程的数值模型初探[J].地质力学学报,2003,9(3)：281-288
19.王作宇,刘鸿泉.承压水上采煤[M].煤炭工业出版社,1992
20.钱鸣高,缪协兴,徐家林等.岩层控制的关键层理论fM].中国矿业大学出版社,2000
21.高延法,施龙青,娄华君.底板突水规律与突水优势面[M].中国矿业大学出版社,1999
22.宋振琪,蒋宇静,杨增夫等.煤矿重大事故预测和控制的动力信息基础研究[M].煤炭工业出版社,2003
23.黎良杰,钱鸣高,殷有泉.采场底板突水相似材料模拟研究[J].煤田地质与勘探,1997,25(1)：37-40
24.赵阳升,胡耀青.承压水上采煤理论与技术[M]煤炭工业出版社，2004
25.许学汉,王杰等.煤矿突水预报研究[M].北京：地质出版社,1991
26.黄国明,苏文智.利用神经网络预测煤层底板突水[J].华东地质学院学报,1996,19(2)：170-172
27.詹美礼,岑建.岩体水力劈裂机制圆筒模型试验及解析理论研究[J].岩石力学与工程学报,2007,26(6)：1173-1181
28.王秀辉.采煤工作面底板突水预报的多参数测试方法[J].煤田地质与勘探,1998,26(1)：36-39
29.武强.华北型煤田矿井防治水决策系统[M].北京：煤炭工业出版社,1995
30.冯利军,郭晓山.人工神经网络在矿井突水预报中的应用[J].西安科技学院学报,2003,23(4)：369-371
31.扬永国,黄福臣.非线性方法在矿井突水水源判别中的应用研究[J].中国矿业大学学报,2007,36(3)：283-286
32.张文泉,肖洪天,刘伟韬.矿井底板岩体裂隙网络模拟与突水通道搜寻研究[J].煤炭学报,2000,25(增)：75-78
33.许学汉,王杰.煤矿突水预报研究[M].北京：地质出版社,1991
34.郑世书,孙亚军.GIS在殷庄煤矿微山湖下采区工作面涌水预测中的应用[J].中国矿业大学学报,23(2)：48-56
35.杨天鸿.承压水底板突水失稳过程的数值模型初探[J].地质力学学报,2003,9(3)：281-288
36.刘超,唐春安,李连崇等.基于背景应力场与微震活动性的注浆帷幕突水危险性评价[J].岩石力学与工程学报,2009,28(2)：366-372
37.姜福兴,叶根喜,王存文等.高精度微震监测技术在煤矿突水监测中的应用[J].岩石力学与工程学报,2008,27(9)：1932-1938
38.杨天鸿,唐春安,谭志宏等.岩体破坏突水模型研究现状及突水预测预报研究发展趋势[J].岩石力学与工程学报,2007,26(6)：268-277
39. GIARRATAND L,RILEY G.专家系统原理与编程[M].北京：机械工业出版社,2006
40.高延法,施龙清,娄华君等.底板突水规律与突水优势面[M].徐州：中国矿业大学出版社,1999
41.柴军瑞,韩群柱.岩体渗流场与温度场耦合的连续介质模型[J].地下水,1997,19(2)：59-62
42.朱万成,唐春安,杨天鸿等.岩石破裂过程分析(RFPA2D)系统的细观单元本构关系及验证[J].岩石力学与工程学报,2003,22(1)：24-29
43.赵延林,曹平,林杭等.渗透压作用下压剪岩石裂纹流变断裂贯通机制及破坏准则探讨[J].岩土工程学报,2008,30(4)：511-517
44.陈卫忠,朱维申.节理岩体断裂损伤耦合的模型及其应用[J].水利学报,1999,(12)：33-37
45. ZHU Q H, FENG M M, MAO X B. Numerical analysis of water inrush from working-face floor during mining[J]. Journal of China University of Mining and Technology,2008,18(2):159-163
46. Van Eekelen.Hydraulic Fracture Geometry:Fracture containment in layered formations[J], International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts,1982,19(6):127-131
47. S H Advani.J K Lee.Finite Element Model Simulations Associated with hydraulic fracturing[J]. International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts,1982,19(6):209-218
48. A Settari,M P Cleary.Three-Dimensional Simulation of Hydraulic Fracturing[J].JPT 1984,36(7):1170-1190
49. I D Palmer,H B Carrol,Numerical Solution for Height and Elongated Hydraulic Fracturing.SPE 11,627
50. R J Clifton,A S Abou-Sayted.Avariational Approach to the Prediction of the Three Dimensional Geometry of Hydraulic Fractures.SPE 9,879
51. M P Cleary, K Y Lam. A Complete Three-Dimensional Simulator for Analysis and Design of Hydraulic Fracturing[J].1986,SPE 15,266
52.赵金洲.水力压裂三维延仲扩展研究[J].全国首届青年采矿科学与技术研讨会论文集,沈阳,1989
53.吴迪详,刘忠春.水力压裂垂直裂缝形态的数值模拟[J].石油钻采工艺,1991,13(4)：15-20
54.赵水胜,王秀娟,兰玉波,等.关于压裂裂缝形态模型的讨论[J].石油勘探与开发,2001,28(6)：97-98
55.傅雪海,秦勇,韦重韬.煤层气地质学[M].中国矿业大学出版社,2007：117-158
56.杨善安.采场底板断层突水及其防治方法[J].煤炭学报1994,19(6)：620-625
57.黎良杰,钱鸣高,李树刚.断层突水机理分析[J].煤炭学报,1996,21(2)：119-123
58.刘伟韬,武强.范各庄矿FO断层滞后突水数值模拟[J].岩石力学与工程学报,2008,27(6)：151-158
59. Wu Q, Wang M, Wu X. Investigations of groundwater bursting into coal mine seam floors from fault zones[J]. International Journal of Rock Mechanics & Mining Sciences,2004,41:557-571
60.武强,刘金韬,钟亚平等.开滦赵各庄矿断裂滞后突水数值仿真模拟明.煤炭学报,2002,27(5)：512-515
61.孙方斌.断层对底板突水的影响作用(PHM)[D]青岛：山东科技大学,2006
62.张建华.煤层底板突水机理的基础研究[D].徐州：中国矿业大学,1992
63.尹会永,魏久传,李子林,施龙青.潘西煤矿断裂构造突水机制探讨[J].山东科技大学学报,2007,3,26(3)：30-33
64.管恩太.演马庄煤矿断层突水特征及其预测预报方法[J].煤炭工程,2005,(7)：43-45
65.王恩营.煤炭开采中小断层研究的几个问题[J].中国矿业,2006,15(8)：60-62
66.武强,周英杰,刘金韬等.煤层底板断层滞后型突水时效机理的力学试验研究[J].煤炭学报,2003,28(6)：561-565
67.施龙青,曲有刚,徐望国.采场底板断层突水判别方法[J].矿山压力与顶板管理,2000,2：49-51
68.刘志军,胡耀青.承压水上采煤断层突水的固流耦合研究[J].煤炭学报,2007,32(10)：1046-1050
69. Goodman R.E, Taylor R.L, Brekke T.L. A model for the mechanics of jointed rock, Journal of the Soil Mechanics and Foundations Division, ASCE, vol.94, SM 3.1968
70. Goodman RE. Methods of geological engineering in discontinuous rock, West Publishing CoMPany.1976
71. Goodman R.E. Introducation to rock mechanics, John Wiley & Sons.1980
72. Desai. et al. Design of tunnel support systems, Highway Research Records,339.1970
73. ZHU Q H,FENG M M,MAO X B. Numerical analysis of water inrush from working-face floor during mining[J]. Journal of China University of Mining and Technology,2008,18(2):159-163
74. Young K, Amadei B, Pan E.Modeling the effect of water, excavation sequence and rock reinforcement with discontinuous deformation analysis[J].Int J Rock Mech Min Sci,1999,36(7):949-955
75. E Hoek, Brown. Underground excavation in rock[M]. Austin Ang. Sons. Ltd, Hertford England,1980
76.康红普.高强度锚杆支护技术的发展及应用[J].煤炭科学技术,2000,(2)：1-4
77.朱维申,张玉军.锚杆加固围岩的效应及其在三峡船闸高边坡中的应用[J].国际岩土锚固与灌浆新进展.北京：中国建筑工业出版社,1996
78.谢和平,陈忠辉.岩石力学[M].科学出版社,2004
79.王金安,谢和平.建筑物下厚煤层特殊开采的三维数值模拟分析[J].岩石力学与工程学报,1999,(1)：12-16
80.孟召平.煤层顶板沉积岩体结构及其对顶板稳定性的影响[D].中国矿业大学(北京),1999
81.彭苏萍,孟召平.长壁工作面顶底板稳定性数值模拟[J].中国矿业大学学报,1999
82.尹尚先,武强.煤层底板陷落柱突水模拟及机理分析[J].岩石力学与工程学报,1999,23(15)：2551-2556
83.张红日,张文泉.矿井底板突水过程中岩溶承压水的作用[J].中国地质灾害与防治学报,1999,10(1)：88-95
84.陶振宇,沈小莹.库区应力场的耦合分析[J].武汉水利电力学院学报,1988,32(1)：8-13
85.许学汉,王杰等著.煤矿突水预报研究[M].北京：地质出版社,1991
86.黄国明,苏文智.利用神经网络预测煤层底板突水[J].华东地质学院学报,1996,19(2)：170-172,182
87. 王秀辉.采煤工作面底板突水预报的多参数测试方法[J].煤田地质与勘探,1998,26(A00)：36-39
88.钱家忠,朱学愚等.矿井涌水量的灰色马尔可夫预报模型[J].煤炭学报,2000,25(1)：71-75
89.武强,金玉洁.华北型煤田矿井防治水决策系统[M].北京：煤炭工业出版社,1995
90.武强,解淑寒,裴振江等.煤层底板突水评价的新型实用方法Ⅲ-基于GIS的ANN型脆弱性指数法应用[J].煤炭学报,2007,12-16
91.陈泰生,蔡元龙.用模式识别方法预测煤矿突水[J].煤炭学报,1990,15(4)：63-67
92.王茂连,李定龙.GIS在刘桥二矿煤层底板突水预测中的应用[Jl.煤田地质与勘探,1998,25(5)：63-66
93.孙苏南,曹中初,郑世书等.用地理信息系统预测煤层底板突水[J].煤田地质与勘探,1996,24(6)：40-43
94.江东,王建华.基于G1S的煤矿底板突水预测模型的构造与应用[J].中国地质灾害与防治学报,1999,10(1)：68-72
95.孟召平,易武,兰华等.开滦范各庄井田突水特征及煤层底板突水地质条件分析[J].岩石力学与工程学报,2009,28(2)：228-237
96.孟召平,彭苏萍,凌标灿.不同侧压下沉积岩石变形与强度特征[J].煤炭学报,2900,25(1)：15-18
97.孟召平,彭苏萍,傅继彤.含煤岩系岩石力学性质控制因素探讨[J].岩石力学与工程学报,2002,21(1)：102-108
98.李世平,李玉寿,吴振业.岩石全应力应变过程对应的渗透率-应变方程[J].岩土工程学报,1995,17(2)：13-19
99.孟召平,潘结南,刘亮亮等.含水量对沉积岩力学性质及其冲击倾向性的影响[J].岩石力学与工程学报,2009,28(增1)：2637-2643
100.王鸿勋.水力压裂原理[M].北京：石油工业出版,1987
101. E. Hoek, E. T. Brown. Underground excavation in rock[M].the institute of mining and metallurgy, London, 1980
102.钟亚平.开滦煤矿防治水综合技术研究[M].北京：煤炭工业出版社,2001
103.孟召平,田永东,李国富.沁水盆地南部煤储层渗透性与地应力之间关系和控制机理[J].自然科学进展,2009,19(10)：1142-1148
104. Schmitt, D. R.& M. D. Zoback 1989. Poroelastic effects in the determinationg of the maximum horizontal principal stress in hydraulic fracturing tests-a proposed breakdown equation employing a modified effective stress relation for tensile failure[J]. Int. J. Rock Mech. Min. Sci.&Geomech. Abstr.26:499-506
105. Tang C. A. Hudson JA, Xu XH. Rock failure instability and related aspect of earthquake mechanism[M]. China Coal Industry Publishing House,1993
106. Zadeh. Fuzzy Sets[J].Information and control,1965,8:338-353
107.汪培庄,韩立岩.应用模糊数学[M].北京：北京经济学院出版社,1989：160-167
108.于学馥.非确定性科学决策方法[M].北京：科学出版社,2000
109.孟召平,王睿,汪元有等.开滦范各庄井田12煤层底板突水危险性的地质评价[J].采矿与安全工程学报.2010,(3)：195-203
110.许进鹏,张乃宏,童世杰.陷落柱防水煤柱留设的探讨[J].煤炭科技,2002,3：7-8
111.王睿,孟召平,谢晓彤等.巨厚松散层下防水煤柱合理留设及其数值模拟分析[J].煤田地质与勘探,2010,10：55-60
112.武强,黄晓玲,董东林等.评价煤层顶板涌(突)水条件的“三图—双预测法”[J].煤炭学报,2000,25(1)：60-65
113.崔芳鹏,武强等.断层防水煤(岩)柱安全宽度的计算与评价[J].辽宁工程技术大学学报(自然科学版),28(4)：517-520
114.黎良杰,钱鸣高,李树刚.断层突水机理分析[J].煤炭学报,1996,21(1)：119-123
115.许延春.防水煤岩柱保护层的有效隔水厚度留设方法[J].煤炭学报,2005,30(6)：305-308
116.康永华.巨厚含水砂层下顶水综放开采试验研究[J].煤炭科学技术,1998,26(9)：17-21
117. ZHU Q H, FENG M M, MAO X B. Numerical analysis of water inrush from working-face floor during mining[J]. Journal of China University of Mining and Technology,2008,18(2):159-163
118.刘天泉.矿山岩体采动影响与控制工程学及其应用[J].煤炭学报,1995,20(1)：15-17
119.钱鸣高,许家林,缪协兴.煤矿绿色开采技术[J].中国矿业大学学报,2003,32(4)：343-347
120.许家林,钱鸣高.岩层采动裂隙分布在绿色开采中的应用[J].中国矿业大学学报,2004,33(2)：141-144
121.杨延毅,周维恒.裂隙岩体的渗流—损伤耦合模型分析及其应用[J].水利学报,2001,12(5)：19-27
122.赵阳升,杨栋.三维应力作用下岩石裂隙水渗流物性规律的试验研究[J].中国科学E辑,1999,29(1)：82-86
123.刘伯.开滦矿区水害类型及防治水对策[J].河北煤炭,2005(1)：12-14
124.李瑛,吴承梅.缩小冲积层防水煤柱的开采技术[J].煤炭科学技术,2006,34(10)：15-16
125.于永幸,肖华强.巨厚松散含水层压煤开采上限研究[J].煤矿开采,2008,13(2)：52-54
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