综放沿空留巷技术及其在潞安矿区的应用
|
摘要
随着采深加大、工作面单产的提高及地质条件的变化,潞安矿区综放工作面瓦斯
超限频繁,严重制约了综放集约化生产水平进一步提高。根据对瓦斯治理途径的调研,
创造性地提出在综放工作面采用大、小断面沿空留巷技术改变风流方向,从根本上治
理瓦斯超限,从而实现特殊煤层条件下集约高效生产的技术思路。本文结合潞安矿区
煤层开采条件,采用理论分析、实验室相似模拟、三维动态数值模拟和现场试验等综
合研究手段和方法,对综放沿空留巷岩层控制理论、围岩稳定性、巷道支护技术及其
矿压显现规律进行开拓性的系统研究,为沿空留巷在综放工作面的应用奠定基础。
首次采用三维动态数值模拟的方法并结合相似材料模拟试验,分析了不同条件下
沿空留巷围岩的稳定性及破坏特点,提出了综放沿空留巷巷内加强支护及巷旁支护的
原则。根据对综放工作面锚网、锚索支护巷道垮落特征和老顶破断基本规律的分析,
首次提出了综放沿空留巷围岩大、小结构的概念。通过对大结构关键块稳定性分析,
论证了综放沿空留巷的可行性。通过对大、小断面沿空留巷矿压显现规律的现场实测
研究,综放沿空留巷顶板活动与顶煤的破坏及放出密切相关,根据潞安常村煤矿、王
庄煤矿沿空留巷矿压观测结果,巷道顶板下沉主要集中于工作面前方2m至工作面后
方20m范围内,工作面后方20-40m后趋于稳定。常村煤矿综放大断面沿空留巷及
王庄煤矿综放小断面沿空留巷工程实践证明应用综放沿空留巷技术实施“Y”型、“J”
型通风可从根本上解决高瓦斯综放工作面瓦斯超限问题。
通过理论分析、实验研究和现场试验,本文率先在国内初步建立了由大断面、小
断面沿空留巷组成的综放沿空留巷技术体系。按照作者提出的效益支护原则,创造性
地利用锚网支护巷道垮落后形成的免(减)压区实施小断面沿空留巷,通过高强度预
应力锚索、全锚高强度锚杆锚网支护及高水材料充填支护提高顶煤、顶板及煤帮自身
支承能力,首次成功地实现了综放工作面大断面沿空留巷。综放沿空留巷技术研究成
果的成功应用为综放工作面实现集约化高效生产开拓了新路。
As increasing of mining depth, advancing of outputs of a single working face and changing of geological conditions, the disallowed gas concentration appears frequently at longwall top coal caving face in Lu'an mining district, blocks the farther advancing of producing level. Based on the investigation about the approaches of gas control, this paper puts forward gob-side entry retaining technology with large and small section to change dissolute direction at longwall top coal caving face, prevent appearance of disallowed gas concentration radically, and realize intensive and high efficiency mining under the conditions of special coal seam. According to the mining conditions in Lu'an mining district, this paper study the rock strata controlling theory, stability of surrounding rock, roadway supporting technology and rules of phenomenon of underground pressure on gob-side entry retaining at longwall top coal caving face by compensative ways of theory analysis, similar simulation and 3-demension dynamic numerical simulation. This paper has setup the base for application of technology of gob-side entry retaining at longwall top coal caving face.This paper analyzed stability of surrounding rock influenced by gob-side entry retaining under different conditions and brings forward supporting inner and gob-side rules of entry by using 3-demension dynamic numerical simulation and similar simulation. According to analysis of collapse characters of roadway supporting by bolting and meshing or cable anchor and basic break rules of main roof ,this paper put forward the conception of large and small structure under the condition of gob-side entry retaining at longwall top coal caving face. Based on the stability analysis of key-block with large structure, the feasibility of gob-side entry retaining has been demonstrated. Through practical tests about rules of phenomenon of underground pressure influenced by gob-side entry retaining with large and small section, the relations of roof movements with top-coal broken and dropped are found: the convergence of roof appears mostly between 2 meters ahead of the working face and 15 or 20 meters behind the working face, and become to stability from 20 to 40 meters behind working face. Practices of gob-side entry retaining with large section at Changcun coal and with small section at Wangzhuang coal show that application of gob-side entry retaining with Y or J ventilation system can solve the problem of disallowed
gas concentrations at high gassy longwall top coal caving face .With theory analysis, experiment research and spot test, this paper takes the lead in establishing technology system of gob-side entry retaining with large section or small one. According to rules of timbering economically, creatively utilized forming trigon "dismissing stress" or "low stress" zone in caved bolting and meshing entry, gob-side entry with small section is retained. Through pre-tensioned cable anchor with high strength, bolting and meshing support with high strength and filling with high-water material to increase supporting ability of top-coal, roof and coal wall, gob-side entry with large section is retained at longwall top coal caving face. Based on the successful application of gob-side entry retaining at longwall top coal caving face, a new way for realizing intensive and high efficiency is put forward in thick seams.
超限频繁,严重制约了综放集约化生产水平进一步提高。根据对瓦斯治理途径的调研,
创造性地提出在综放工作面采用大、小断面沿空留巷技术改变风流方向,从根本上治
理瓦斯超限,从而实现特殊煤层条件下集约高效生产的技术思路。本文结合潞安矿区
煤层开采条件,采用理论分析、实验室相似模拟、三维动态数值模拟和现场试验等综
合研究手段和方法,对综放沿空留巷岩层控制理论、围岩稳定性、巷道支护技术及其
矿压显现规律进行开拓性的系统研究,为沿空留巷在综放工作面的应用奠定基础。
首次采用三维动态数值模拟的方法并结合相似材料模拟试验,分析了不同条件下
沿空留巷围岩的稳定性及破坏特点,提出了综放沿空留巷巷内加强支护及巷旁支护的
原则。根据对综放工作面锚网、锚索支护巷道垮落特征和老顶破断基本规律的分析,
首次提出了综放沿空留巷围岩大、小结构的概念。通过对大结构关键块稳定性分析,
论证了综放沿空留巷的可行性。通过对大、小断面沿空留巷矿压显现规律的现场实测
研究,综放沿空留巷顶板活动与顶煤的破坏及放出密切相关,根据潞安常村煤矿、王
庄煤矿沿空留巷矿压观测结果,巷道顶板下沉主要集中于工作面前方2m至工作面后
方20m范围内,工作面后方20-40m后趋于稳定。常村煤矿综放大断面沿空留巷及
王庄煤矿综放小断面沿空留巷工程实践证明应用综放沿空留巷技术实施“Y”型、“J”
型通风可从根本上解决高瓦斯综放工作面瓦斯超限问题。
通过理论分析、实验研究和现场试验,本文率先在国内初步建立了由大断面、小
断面沿空留巷组成的综放沿空留巷技术体系。按照作者提出的效益支护原则,创造性
地利用锚网支护巷道垮落后形成的免(减)压区实施小断面沿空留巷,通过高强度预
应力锚索、全锚高强度锚杆锚网支护及高水材料充填支护提高顶煤、顶板及煤帮自身
支承能力,首次成功地实现了综放工作面大断面沿空留巷。综放沿空留巷技术研究成
果的成功应用为综放工作面实现集约化高效生产开拓了新路。
As increasing of mining depth, advancing of outputs of a single working face and changing of geological conditions, the disallowed gas concentration appears frequently at longwall top coal caving face in Lu'an mining district, blocks the farther advancing of producing level. Based on the investigation about the approaches of gas control, this paper puts forward gob-side entry retaining technology with large and small section to change dissolute direction at longwall top coal caving face, prevent appearance of disallowed gas concentration radically, and realize intensive and high efficiency mining under the conditions of special coal seam. According to the mining conditions in Lu'an mining district, this paper study the rock strata controlling theory, stability of surrounding rock, roadway supporting technology and rules of phenomenon of underground pressure on gob-side entry retaining at longwall top coal caving face by compensative ways of theory analysis, similar simulation and 3-demension dynamic numerical simulation. This paper has setup the base for application of technology of gob-side entry retaining at longwall top coal caving face.This paper analyzed stability of surrounding rock influenced by gob-side entry retaining under different conditions and brings forward supporting inner and gob-side rules of entry by using 3-demension dynamic numerical simulation and similar simulation. According to analysis of collapse characters of roadway supporting by bolting and meshing or cable anchor and basic break rules of main roof ,this paper put forward the conception of large and small structure under the condition of gob-side entry retaining at longwall top coal caving face. Based on the stability analysis of key-block with large structure, the feasibility of gob-side entry retaining has been demonstrated. Through practical tests about rules of phenomenon of underground pressure influenced by gob-side entry retaining with large and small section, the relations of roof movements with top-coal broken and dropped are found: the convergence of roof appears mostly between 2 meters ahead of the working face and 15 or 20 meters behind the working face, and become to stability from 20 to 40 meters behind working face. Practices of gob-side entry retaining with large section at Changcun coal and with small section at Wangzhuang coal show that application of gob-side entry retaining with Y or J ventilation system can solve the problem of disallowed
gas concentrations at high gassy longwall top coal caving face .With theory analysis, experiment research and spot test, this paper takes the lead in establishing technology system of gob-side entry retaining with large section or small one. According to rules of timbering economically, creatively utilized forming trigon "dismissing stress" or "low stress" zone in caved bolting and meshing entry, gob-side entry with small section is retained. Through pre-tensioned cable anchor with high strength, bolting and meshing support with high strength and filling with high-water material to increase supporting ability of top-coal, roof and coal wall, gob-side entry with large section is retained at longwall top coal caving face. Based on the successful application of gob-side entry retaining at longwall top coal caving face, a new way for realizing intensive and high efficiency is put forward in thick seams.
引文
[1] 王庆一.中国煤炭工业:演变及前景(上)[J].中国煤炭,2001(1) .
[2] 中华人民共和国国民经济和社会发展“九五”计划和2010年远景目标纲要[R].1996. 3.
[3] 范维唐.煤炭在能源中处于什么地位[J].中国煤炭,2001(8) .
[4] 尚海涛.煤炭作为我国基础能源的重要地位不可动摇[J].中国煤炭,2001(4) .
[5] 姚建国,毛德兵.我国煤矿高效集约化生产的思考[J].煤矿机电,2003,(6)
[6] 王祥龙,姚建国.长壁综采技术新进展和发展趋势[J].煤矿开采1999,(4)
[7] 吴健.综放开采技术15年回顾[J].中国煤炭,1999(1) .
[8] 赵经彻.厚煤层现代开采体系的探索与实践[M].北京:煤炭工业出版社,1998.
[9] 中国煤炭工业协会采掘机械化专业委员会.2000年度创水平综采队名单(78个)[C].2001年 年会暨理事会文件汇编,2001. 8
[10] 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(01)
[11] 贾光胜,李晋平,康立军,李洪武.综放高效回收残采区的试验研究[J].煤矿开采,1999(04)
[12] 宁宇.我国综放开采技术进步的回顾及有待解决的技术难题[C].中国煤炭工业可持续发展的 新型工业化之路[M].北京:煤炭工业出版社,2004
[13] 赵玉岐,李改云.综放工作面瓦斯治理措施[J].煤炭工程,2002(5) :46-48
[14] 石必明.高瓦斯煤层综放工作面瓦斯防治现状与展望[J].中国煤炭,2000(6) :19-22
[15] 张瑞林,高建良,张子敏.设瓦斯巷综放工作面瓦斯分布及分流特征[J].煤炭科学技术,2001 (6)
[16] 林柏泉,崔恒信.矿井瓦斯防治理论与技术[D].徐州:中国矿业大学出版社,1998.
[17] 俞启香.矿井瓦斯防治[D].徐州:中国矿业大学出版社,1992
[18] 俞启香,王凯,杨胜强.中国采煤工作面瓦斯涌出规律及其控制研究[J].中国矿业大学学报, 2000,29(1)
[19] 包剑影,苏燧,李贵贤.阳泉煤矿瓦斯治理技术[M].北京:煤炭工业出版社,1996
[20] 综采放顶煤专家组.综合机械化放顶煤开采瓦斯问题的调研报告[R].1995
[21] 戴广龙等.“品”字型巷道系统综放工作面瓦斯涌出规律研究[J].中国煤炭,2000,26(7)
[22] B.Goerlich.Methane Drainage in Gassy Mines:A Contribution to Mine Safety[C].The 2nd China International Forum on Work Safety,2004
[23] 鲍桂春.浅谈“沿空留巷”通风的可行性[J].煤矿安全,1998,(12) :11
[24] 陈维民.Y型通风试验的测试分析[J].煤炭科学技术,1993,(12) :26-29
[25] 郝海金,姜铁明,赵俊.高瓦斯工作面合理通风系统探讨[J].矿业安全与环保,2003,30(2)
[26] 张启.寺河矿井安全高效采煤方法的选择与分析[J].河北建筑科技学院学报,2003,20(1)
[27] 康红普,朱泽虎等,综采工作面过上山原位留巷技术研究,煤炭学报[J],2002,27(5) ,
[28] 高德生.沿空留巷技术展望[J].河北煤炭,1995,(3) :1-6
[29] 孙恒虎,赵炳利.沿空留巷的理论与实践[M].北京:煤炭工业出版社,1993
[30] 王悦汉,王彩根,周华强.巷道支架壁后充填技术[M].北京:煤炭工业出版社,1995
[31] 漆泰岳.沿空留巷整体浇注护巷带主要参数及其适应性[J].中国矿业大学学报,1999,28(2) : 122-125
[32] 李栖风.无煤柱开采[M].北京:煤炭工业出版社,1986
[33] 周宏伟,刘听成.我国无煤柱护巷技术的应用[J].矿山压力与顶板管理,1993,10(3-4) : 165-169
[34] 宫显斌,王公忠,张彬.无煤柱护巷支护技术提高资源回收率.矿产保护与利用[J],2000, (4) :9-12
[35] 周华强,侯朝炯,易宏伟.国内外高水巷帮充填技术的研究与应用[J].矿山压力与顶板管理, 1991,8(4) :2-6
[36] 苏清政,郝海金.巷旁充填体可缩性对沿空留巷顶板运动的适应性分析[J].焦作工学院学报, 2002,21(5) :321-323
[37] 陈炎光,钱鸣高.中国煤矿采场围岩控制[M].徐州:中国矿业大学出版社,1994
[38] 钱鸣高.20年来采场围岩控制理论与实践的回顾[J].中国矿业大学学报,2000,29(1) :1-4
[39] 钱鸣高,缪协兴.采场上覆岩层结构的形态与受力分析[J].岩石力学与工程学报,1995, 14(2) :97-106
[40] 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,1995,12 (3-4) :3-12
[41] Qian M G, He F L.The behavior of the main roof in longwall in mining:Weighting span,fracture and disturbance.J of Mine,Metals & Fuels,1989,240-246
[42] 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,1996,15(2) : 128-134
[43] 梁运培,孙东玲.岩层移动的组合梁理论及其应用研究[J].岩石力学与工程学报,2002,21 (5) :654-657
[44] 蒋金泉.采场围岩应力与运动[M].北京:煤炭工业出版社,1993
[45] 缪协兴.砌体梁结构分析与应用[D].中国矿业大学博十后研究工作报告,1996
[46] 钱鸣高,缪协兴.采场支架与围岩耦合作用机理研究[J].煤炭学报,1996,(1)
[47] 曹胜根,钱鸣高,刘长友.采场支架一围岩关系的新研究[J].煤炭学报,1998,(6)
[48] 刘长友,钱鸣高,曹胜根.采场直接顶对支架与围岩关系的影响机制[J].煤炭学报,1997, (5)
[49] Qian M G,He F L,Miao X X.The system of strata control around longwall face in China[R].In: Guo Yuguang.Tad S Golosinski,eds.Mining Science and Teclmology.Rotterdam:A A Balkema. 1996.
[5
[50] 钱鸣高,缪协兴.采场矿山压力理论研究的新进展[J].矿山压力与顶板管理,1996,2
[51] 康立勋.大同综采工作面端面冒漏及其控制[D].中国矿业大学博士学位论文,1994
[52] 刘长友.采场直接顶整体力学特性及支架围岩关系的研究[D].中国矿业大学博士学位论文, 1997
[53] 曹胜根.采场围岩整体力学模型及应用研究[D].中国矿业大学博士学位论文,1999
[54] 方新秋.综放采场支架围岩稳定性及控制研究[D].中国矿业大学博士学位论文,2002
[55] 曹胜根,钱鸣高.综放开采端面顶板稳定性的数值模拟研究[J].岩石力学与工程学报,2000, 19(4) : 472-475
[56] 方新秋,钱鸣高.综放开采不同顶煤端面顶板稳定性及其控制[J].中国矿业大学学报,2002, 2(1)
[57] 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
[58] 缪协兴,钱鸣高.采动岩体的关键层理论研究新进展[J].中国矿业大学学报,2000,29(1) : 25-29
[59] 茅献彪,缪协兴,钱鸣高.采动覆岩中复合关键层的断裂跨距计算[J].岩土力学,1999,20(2) : 1-4
[60] 茅献彪,缪协兴,钱鸣高.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, 27(1) : 39-42
[61] 缪协兴,茅献彪,钱鸣高.采动覆岩中关键层的复合效应分析[J].矿山压力与顶板管理,1999, 16(34) :19-21
[62] 缪协兴,茅献彪,许家林,等.用关键层理论确定离层注浆的合理层位[A].面向国民经济 可持续发展战略的岩石力学与岩石工程[C].北京:中国科学技术出版社,1998. 527-531
[63] 许家林.岩层移动与控制的关键层理论及其应用[D].徐州:中国矿业大学采矿工程系,1999
[64] 钱鸣高,缪协兴.采场上覆岩结构形态与受力[J].岩石力学与工程学报,1995,14(2) :97-106
[65] 吴健.放顶煤开采顶煤活动规律及矿压显现[C].全国第四届煤矿采场矿压理论与实践讨论 会论文集,1989.
[66] 于海涌.机械化放顶煤工作面顶煤破碎机理及放煤规律[D].中国矿业大学博士学位论文, 1989.
[67] 吴健.放顶煤开采顶煤活动规律与工作面回采率[C].高产高效综采技术国际研讨会论文集, 1992.
[68] 康立军.长壁综放开采支架与顶煤相互作用关系研究[D].煤炭科学研究总院博士学位论文, 2000.
[69] Kang Lijun.Study on Top Coal Stress in Caving Mining.Proceeding of the International Mining Tech’95 Symposium,Beijing China.
[70] 靳钟铭等.综放采场顶煤变形规律的研究[J].矿山压力与顶板管理,1992(1) .
[71] 靳钟铭等.综放采场合理开采参数的研究[J].东北煤炭技术,1992(2) .
[72] 王庆康等.综采放顶煤工作面顶煤破碎机理的探讨[C].第5届煤矿采场矿压理论与实践讨论 会论文汇编,1989.
[73] 张顶立.综放工作面煤岩稳定性研究与控制[D].中国矿业大学博士学位论文,1995
[74] 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,1999
[75] 于政喜,张清河等.顶煤破碎机理及其影响因素探讨[R].综放开采工艺与设备技术交流会, 1992.
[76] 史元伟.综放工作面围岩动态及液压支架载荷力学模型[J].煤炭学报,1997(3)
[77] 古全忠,史元伟等.放顶煤采场顶板运动规律的研究[J].煤炭学报,1996(2)
[78] 闫少宏.放顶煤开采顶煤与顶板活动规律研究[D].中国矿业大学博士学位论文,1995.
[79] 闫少宏,吴健.放顶煤开采顶煤损伤特性分析[J].岩石力学与工程学报,1995(12)
[80] 张海戈.综放开采顶煤活动机理与端面稳定性控制的研究[D].中国矿业大学博士学位论文, 1994.
[81] 张勇.长壁放顶煤开采顶煤损伤和破坏机理研究[D].中国矿业大学博士论文,1998.
[82] Wang Qingkang.The Characteristics of the ground pressure marifestation and the movement of the top coal mass in the gently inclinde working face with top coal drawing.proceeding of international symposium,SIMT,1988.
[83] 姚建国,樊运策等.综采放顶煤采煤法专家系统的开发.煤矿开采,1995(2) :5-7.
[84] 宋振骐,赵经彻.综放开采岩层运动和矿山压力控制[C].综采放顶煤综合技术研究与应用, 2000.
[85] 姜福兴.放顶煤采场的顶板结构型式与支架围岩关系探讨[C].第二届全国放顶煤开采理论 与实践研讨会,1995.
[86] 李报.长壁综放开采上覆岩体有限变形规律研究[D].中国矿业大学博士学位论文,1998
[87] .古全忠,史元伟,齐庆新.放顶煤采场顶板运动规律的研究[M].煤炭学报,1996,21(1) : 45-50
[88] 马其华,郭忠平,樊克恭等.综放面矿压显现特点与沿空掘巷可行性[M].矿山压力与顶板管 理,1997,14(3-4) :150-152
[89] 康立军,郑行周,冯增强等.南屯矿63上10综放工作面沿空掘巷矿压显现规律探讨[M].煤 炭科学技术,1998,26(7) :41-45
[90] 李晋平,李洪武.综放面护巷煤柱应力与变形分析[J].矿山压力与顶板管理,1999,(Z1)
[91] 张益东,李晋平.综放锚杆支护巷道顶煤内部支护结构承载能力探讨[J].煤炭学报,1999,(06)
[92] 管学茂,鲁雷,翟路锁等.综放面沿空掘巷矿压显现规律研究[M].矿山压力与顶板管理, 2000,17(1) :30-33
[93] 孟金锁.综放开采沿空掘巷分析[M].煤炭科学技术,1998,26(11)
[94] 侯朝炯,李学华.综放沿空掘巷围岩大、小结构的稳定性原理.煤炭学报,2001,26(1) : 1-7
[9
[95] 李学华.综放沿空掘巷围岩大小结构稳定性的研究[D].中国矿业大学博士学位论文,2000
[96] 张东升,缪协兴,茅献彪.综放沿空留巷顶板活动规律的模拟分析[J].中国矿业大学学报, 2001,30(3) :261-264
[97] 张东升,茅献彪,马文顶.综放沿空留巷围岩变形特征的试验研究[J].岩石力学与工程学报, 2002,21(3) :331-334
[98] 侯朝炯,郭宏亮.我国煤巷锚杆支护技术的发展方向[J].煤炭学报,1996,21(2) :113-118
[99] De E Souza. A dynamic support system for yielding ground. CIM Bulletin 1999, 92(1032) :50-55
[100] Franclss FO, Weak Rock Tunneling[M]. Rotterdam A.A. Balkema Press, 1997
[101] Gale WJ, Blackwood R L. Stress distribution and rock failure around coal mine roadways[J]. Int J Rock Mech Min Sci & Geomech Abstr, 1987,24(3)
[102] 郭颂.美国煤巷锚杆支护技术[J].煤炭科学技术,1998,26(4) :50-54
[103] 修作量.英国煤矿锚杆支护技术[J].煤炭科学技术,1993,21(12) :54-56
[104] O.Aydan. Anchorage performance and reinforcement effect of fully grouted bolts on rock excavations. Proceedings of the seventh international conference on rock mechanics, pp757-760
[105] Hoek E, Brown E T. Underground Excavation in rock[M]. Published by Institution of Mining and Metallurgy, 1980
[106] 杨新安,陆士良.中国煤矿的锚杆支护[J].中国煤炭,1995,21(3) :5-8
[107] 康红普,我国煤巷锚杆支护技术新进展[J],岩石力学与工程学报,2002,21(增刊),1986-1990
[108] 康红普,林健,煤巷锚杆支护成套技术在潞安矿区的应用[J],煤炭学报,2001,26(增刊), 106-110
[109] 张益东,张少华,侯朝炯等.地应力对锚杆支护的沿空巷道的影响[J].中国矿业大学学报, 1999,28(4) :373-374
[110] 牟彬善,吴兰荪,刘现贵等.沿空掘巷无煤柱开采技术实践[J].煤矿开采,1999,4(2)
[111] 柏建彪,王卫军,侯朝炯等.综放沿空掘巷围岩控制机理及支护技术研究[J].煤炭学报, 2000,25(5) :478-481
[112] 房桂来,李洪明,孙海良.沿空掘巷锚杆锚网支护[J].煤炭科学技术,1998,26(5) :23-26
[113] 陈学伟,李伟,张震等.综放沿空掘巷全锚网支护技术[J].矿山压力与顶板管理,1999,16 (3-4) :123-128
[114] 华心祝,曹伍富,谢广祥等.深井综放面窄煤柱沿空掘巷锚杆支护技术研究[J].中国煤炭, 2001,27(6) :37-40
[115] 陈炎光,陆士良,侯朝炯等.中国煤矿巷道围岩控制[M].徐州:中国矿业大学出版社,1994
[116] Ulrick B.F. relationships between annulus thickness and the integrity of resin-grouted roof bolts: RI 9253. U.S. Bureau mines, 1989
[117] Euring AJ. warble, etc. Rock mechanics design for rock bolting in British coal mines. 16th word mining congress. 35-39
[1
[118] P.G. Fuller. Flexibolt flexible roof bolts, a new concept for strata control. 12th conference on ground control in mining. 1993, 24-34
[119] N.J. Halison. Design of the roof bolting system. Colliery guardian, 1987. 9 366-372
[120] P.Willians. The Development of Rock Bolting in UK Coal Mines, Mining Engineering, 1994, (5)
[121] 朱浮声,郑雨天.端部锚固锚杆桁架支护分析[J].岩石力学与工程学报,1992,11(4) : 356-363
[122] 董方庭.宋宏伟.巷道围岩松动圈支护理论[J].煤炭学报,1994,19(1) :21-32
[123] 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].中国矿业大学博士学位论 文,2001
[124] Taylor,Charles D, Thimons,Edward D, Zimmer,Jeanne A. Comparison of methane concentrations at a simulated coal mine face during bolting. Journal of the Mine Ventilation Society of South Africa. 1999, 52(2) :48-52
[125] Stankus,J.C., Peng,S.S. Floor bolting for control of mine floor heave. Mining Engineering, 1994, 46(9) : 1099-1102
[126] Hou Zhaojiong, He Yanan, Zhang Yidong. Key technique to compositely supporting the roadway driven along previous goaf with bolts, bars and chain meshes under complex conditions. Journal of Coal Science and Engineering(China), 1995, (1)
[127] 朱维中,何满潮.复杂围岩条件下围岩稳定性与岩体动态施工力学[M].北京:科学出版社, 1995
[128] 顾金才,沈俊,陈安敏,明治清.锚索预应力在岩体内引起的应变状态模型试验研究[J].岩石力 学与工程学报,2000,(6) :917-921
[129] 王金华,修作量.邢台矿综放面全煤巷道组合锚杆支护技术[J].煤炭科学技术,1999,1
[130] PO'Grady. P. Fuller. P. Dight. Cable bolting in Australian Coal Mines Current practice and design considerations. Mining Engineer, 1994. 154(396)
[131] Cemal Biron, Ergin Arioglu, Design of Support in Minies, John Wiley & sons, New York, 1982
[132] 勾攀峰.巷道锚杆支护提高围岩强度和稳定性的研究[D].徐州:中国矿业大学博士学位论 文,1998
[133] 王明恕.全长锚固锚杆机理的探讨[J].煤炭学报,1983(1) ,40-47
[134] I. W. Farmer, Engineering behaviour of rocks. Chapman and Hall. London. 1983
[135] J. P. A. Roest. W. Kamp. The self supporting rock ring. Proceedings of the International [148] Symposium on Mining Technology and Sciense, China Coal Industry Publishing House, 1987
[136] 杨新安.软岩巷道锚注支护机理与技术研究[D].徐州:中国矿业大学,1995
[137] 林崇德等.困难条件下煤巷锚杆支护技术[J].中国煤炭,1997,(6)
[138] 杨双锁,康立勋.煤矿巷道锚杆支护研究的总结与展望[J].太原理工大学学报,2002,33 (4) :376-381
[1
[139] 康红普.回采巷道锚杆支护影响因素的FLAC分析[J],岩石力学与工程学报,1999,18(5) , 534-537
[140] 康红普,林健等.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
[141] 鞠文君.全长锚固锚杆工况监测方法[J].煤炭科学技术,1998,26(6) ,15-18
[142] 康红普.煤巷锚杆支护动态信息设计法及其应用[J].煤矿开采,2002,(1) ,5-8
[143] 王兴库.小孔径预应力树脂锚索技术及应用[M].世纪之交软岩工程技术现状与展望,煤炭工 业出版社,1999,264-269
[144] 康红普.回采巷道锚杆支护技术的现状与发展趋势[M],地下开采现代技术理论与实践,煤 炭工业出版社,2002,345-352
[145] 杨延毅.加固层状岩体的变形破坏过程与加固效果分析[J].岩石力学与工程学报,1994(4)
[146] 林崇德.桁架锚杆支护作用的数值分析研究[J].煤炭学报,1995,(3)
[147] 陆土良,汤雷.巷道锚注支护机理的研究[J].中国矿业大学学报,1996,(2)
[148] 侯朝炯,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
[149] 张东升,缪协兴,冯光明等.综放沿空留巷充填体稳定性控制.中国矿业大学学报,2003, 32(3) :232-2235
[150] Hua Xinzhu.Study on Gob-side Entry Retaining Technique with Roadside Packing in Longwall Top-Coal Caving Technology [J].Journal of Coal Science & Engineering (China), 2004(1)
[151] Zhang Dongsheng, Miao Xiexing. Technique of Gob-Side Entry Retaining with Entry-in Packing in Fully-Mechanized Coalface with Top-Coal caving[C]. Proceedings of the 5th International Symposium on Mining Science and Technology,2004
[152] Zhang Nong, Li Xuehua. Supporting of Gob-Side Entries Driving Head-on adjacent Advancing Coal Face with a Reserved Narrow Pillar [C]. Proceedings of the 5th International Symposium on Mining Science and Technology,2004
[153] 潞安矿业(集团)公司,中国矿业大学.综放大断面沿空留巷技术研究课题鉴定材料[R], 2001. 9
[154] 姚建国 学科交叉视野中的地下开采现代技术理论与矿山岩石力学,地下开采现代技术理 论与实践,北京:煤炭工业出版社,2002
[155] 蔡宝金.矿井支护设计方法的探讨[J].煤炭技术,2003,22(7)
[156] 刘玉堂,姚建国,侯朝炯等.我国缓倾斜、倾斜煤层回采巷道围岩稳定性分类研究.煤炭学 报,1989,15(3) :21-36.
[157] 史元伟,康立军,李全生等.缓倾斜回采工作面顶板分类修订方案的研究(上、下).煤炭 科学技术,1995,23(4,5) :31-34,2-6.
[158] 姚建国,杨厚柱.围岩稳定性分类的灰色模糊类比法,第一届全国大坝岩体力学研讨会暨 第三属岩石力学与工程学会岩体物理数值模拟研讨会论文集.成都:成都科技大学出版社, 1993:292-297.
[1
[159] 李效甫,姚建国等.回采巷道支护形式与参数合理选择专家系统.北京:煤炭工业出版社. 1993.
[160] 赵衡山,姚建国,史元伟等.液压支架架型、结构及工作阻力合理选择专家系统.煤炭学报, 1993,18(2) :27-40.
[161] 姚建国.一种可综合考虑“随机性”与“模糊性”的不确定性推理方法及其在矿井支护智 能CAD中的应用.计算力学理论与应用.北京:科学出版社.1992:256-258.
[162] 姚建国.采用基于事例的推理方法实现矿井支护智能CAD.计算机工程.1994,Sup:215.
[163] Yao Jianguo. Intelligent modeling assistant for preliminary analysis of mining design. Mine Planning and Equipment Selection. 1994. A. A. BALKEMA Pub., 1994: 571-575.
[164] Yao Jianguo. Expert system for mine support. Computer Methods and Advances in Geomechanics. A. A. BALKEMAPub., 1997: 657-660.
[165] Yao Jianguo, Zou Zengli. Automatic knowledge acquisition and the nenly formed artificial intelligent system suitable for selection of gateway support and its parameters. Mining Science and Technology. A. A. BALKEMA Pub., 1996: 89-92.
[166] 姚建国.WWW与基于实例推理(CBR)的岩士工程智能CAD.岩石力学与工程学报.2000, 19(Sup.):1053-1056.
[167] 姚建国,范韶刚.高产高效工作面顶板来压自适应识别的灰色等维拓扑建模与预测.煤炭学 报,2001,26(Sup.):100-105.
[168] 姚建国.适用于采矿工程专家系统的不确定性推理方法.水电与矿业工程中的岩石力学问 题.北京:科学出版社.1991:199-206
[169] 陆士良.无煤柱护巷的矿压显现[M].北京:煤炭工业出版社,1982:55-56.
[2] 中华人民共和国国民经济和社会发展“九五”计划和2010年远景目标纲要[R].1996. 3.
[3] 范维唐.煤炭在能源中处于什么地位[J].中国煤炭,2001(8) .
[4] 尚海涛.煤炭作为我国基础能源的重要地位不可动摇[J].中国煤炭,2001(4) .
[5] 姚建国,毛德兵.我国煤矿高效集约化生产的思考[J].煤矿机电,2003,(6)
[6] 王祥龙,姚建国.长壁综采技术新进展和发展趋势[J].煤矿开采1999,(4)
[7] 吴健.综放开采技术15年回顾[J].中国煤炭,1999(1) .
[8] 赵经彻.厚煤层现代开采体系的探索与实践[M].北京:煤炭工业出版社,1998.
[9] 中国煤炭工业协会采掘机械化专业委员会.2000年度创水平综采队名单(78个)[C].2001年 年会暨理事会文件汇编,2001. 8
[10] 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(01)
[11] 贾光胜,李晋平,康立军,李洪武.综放高效回收残采区的试验研究[J].煤矿开采,1999(04)
[12] 宁宇.我国综放开采技术进步的回顾及有待解决的技术难题[C].中国煤炭工业可持续发展的 新型工业化之路[M].北京:煤炭工业出版社,2004
[13] 赵玉岐,李改云.综放工作面瓦斯治理措施[J].煤炭工程,2002(5) :46-48
[14] 石必明.高瓦斯煤层综放工作面瓦斯防治现状与展望[J].中国煤炭,2000(6) :19-22
[15] 张瑞林,高建良,张子敏.设瓦斯巷综放工作面瓦斯分布及分流特征[J].煤炭科学技术,2001 (6)
[16] 林柏泉,崔恒信.矿井瓦斯防治理论与技术[D].徐州:中国矿业大学出版社,1998.
[17] 俞启香.矿井瓦斯防治[D].徐州:中国矿业大学出版社,1992
[18] 俞启香,王凯,杨胜强.中国采煤工作面瓦斯涌出规律及其控制研究[J].中国矿业大学学报, 2000,29(1)
[19] 包剑影,苏燧,李贵贤.阳泉煤矿瓦斯治理技术[M].北京:煤炭工业出版社,1996
[20] 综采放顶煤专家组.综合机械化放顶煤开采瓦斯问题的调研报告[R].1995
[21] 戴广龙等.“品”字型巷道系统综放工作面瓦斯涌出规律研究[J].中国煤炭,2000,26(7)
[22] B.Goerlich.Methane Drainage in Gassy Mines:A Contribution to Mine Safety[C].The 2nd China International Forum on Work Safety,2004
[23] 鲍桂春.浅谈“沿空留巷”通风的可行性[J].煤矿安全,1998,(12) :11
[24] 陈维民.Y型通风试验的测试分析[J].煤炭科学技术,1993,(12) :26-29
[25] 郝海金,姜铁明,赵俊.高瓦斯工作面合理通风系统探讨[J].矿业安全与环保,2003,30(2)
[26] 张启.寺河矿井安全高效采煤方法的选择与分析[J].河北建筑科技学院学报,2003,20(1)
[27] 康红普,朱泽虎等,综采工作面过上山原位留巷技术研究,煤炭学报[J],2002,27(5) ,
[28] 高德生.沿空留巷技术展望[J].河北煤炭,1995,(3) :1-6
[29] 孙恒虎,赵炳利.沿空留巷的理论与实践[M].北京:煤炭工业出版社,1993
[30] 王悦汉,王彩根,周华强.巷道支架壁后充填技术[M].北京:煤炭工业出版社,1995
[31] 漆泰岳.沿空留巷整体浇注护巷带主要参数及其适应性[J].中国矿业大学学报,1999,28(2) : 122-125
[32] 李栖风.无煤柱开采[M].北京:煤炭工业出版社,1986
[33] 周宏伟,刘听成.我国无煤柱护巷技术的应用[J].矿山压力与顶板管理,1993,10(3-4) : 165-169
[34] 宫显斌,王公忠,张彬.无煤柱护巷支护技术提高资源回收率.矿产保护与利用[J],2000, (4) :9-12
[35] 周华强,侯朝炯,易宏伟.国内外高水巷帮充填技术的研究与应用[J].矿山压力与顶板管理, 1991,8(4) :2-6
[36] 苏清政,郝海金.巷旁充填体可缩性对沿空留巷顶板运动的适应性分析[J].焦作工学院学报, 2002,21(5) :321-323
[37] 陈炎光,钱鸣高.中国煤矿采场围岩控制[M].徐州:中国矿业大学出版社,1994
[38] 钱鸣高.20年来采场围岩控制理论与实践的回顾[J].中国矿业大学学报,2000,29(1) :1-4
[39] 钱鸣高,缪协兴.采场上覆岩层结构的形态与受力分析[J].岩石力学与工程学报,1995, 14(2) :97-106
[40] 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,1995,12 (3-4) :3-12
[41] Qian M G, He F L.The behavior of the main roof in longwall in mining:Weighting span,fracture and disturbance.J of Mine,Metals & Fuels,1989,240-246
[42] 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,1996,15(2) : 128-134
[43] 梁运培,孙东玲.岩层移动的组合梁理论及其应用研究[J].岩石力学与工程学报,2002,21 (5) :654-657
[44] 蒋金泉.采场围岩应力与运动[M].北京:煤炭工业出版社,1993
[45] 缪协兴.砌体梁结构分析与应用[D].中国矿业大学博十后研究工作报告,1996
[46] 钱鸣高,缪协兴.采场支架与围岩耦合作用机理研究[J].煤炭学报,1996,(1)
[47] 曹胜根,钱鸣高,刘长友.采场支架一围岩关系的新研究[J].煤炭学报,1998,(6)
[48] 刘长友,钱鸣高,曹胜根.采场直接顶对支架与围岩关系的影响机制[J].煤炭学报,1997, (5)
[49] Qian M G,He F L,Miao X X.The system of strata control around longwall face in China[R].In: Guo Yuguang.Tad S Golosinski,eds.Mining Science and Teclmology.Rotterdam:A A Balkema. 1996.
[5
[50] 钱鸣高,缪协兴.采场矿山压力理论研究的新进展[J].矿山压力与顶板管理,1996,2
[51] 康立勋.大同综采工作面端面冒漏及其控制[D].中国矿业大学博士学位论文,1994
[52] 刘长友.采场直接顶整体力学特性及支架围岩关系的研究[D].中国矿业大学博士学位论文, 1997
[53] 曹胜根.采场围岩整体力学模型及应用研究[D].中国矿业大学博士学位论文,1999
[54] 方新秋.综放采场支架围岩稳定性及控制研究[D].中国矿业大学博士学位论文,2002
[55] 曹胜根,钱鸣高.综放开采端面顶板稳定性的数值模拟研究[J].岩石力学与工程学报,2000, 19(4) : 472-475
[56] 方新秋,钱鸣高.综放开采不同顶煤端面顶板稳定性及其控制[J].中国矿业大学学报,2002, 2(1)
[57] 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
[58] 缪协兴,钱鸣高.采动岩体的关键层理论研究新进展[J].中国矿业大学学报,2000,29(1) : 25-29
[59] 茅献彪,缪协兴,钱鸣高.采动覆岩中复合关键层的断裂跨距计算[J].岩土力学,1999,20(2) : 1-4
[60] 茅献彪,缪协兴,钱鸣高.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, 27(1) : 39-42
[61] 缪协兴,茅献彪,钱鸣高.采动覆岩中关键层的复合效应分析[J].矿山压力与顶板管理,1999, 16(34) :19-21
[62] 缪协兴,茅献彪,许家林,等.用关键层理论确定离层注浆的合理层位[A].面向国民经济 可持续发展战略的岩石力学与岩石工程[C].北京:中国科学技术出版社,1998. 527-531
[63] 许家林.岩层移动与控制的关键层理论及其应用[D].徐州:中国矿业大学采矿工程系,1999
[64] 钱鸣高,缪协兴.采场上覆岩结构形态与受力[J].岩石力学与工程学报,1995,14(2) :97-106
[65] 吴健.放顶煤开采顶煤活动规律及矿压显现[C].全国第四届煤矿采场矿压理论与实践讨论 会论文集,1989.
[66] 于海涌.机械化放顶煤工作面顶煤破碎机理及放煤规律[D].中国矿业大学博士学位论文, 1989.
[67] 吴健.放顶煤开采顶煤活动规律与工作面回采率[C].高产高效综采技术国际研讨会论文集, 1992.
[68] 康立军.长壁综放开采支架与顶煤相互作用关系研究[D].煤炭科学研究总院博士学位论文, 2000.
[69] Kang Lijun.Study on Top Coal Stress in Caving Mining.Proceeding of the International Mining Tech’95 Symposium,Beijing China.
[70] 靳钟铭等.综放采场顶煤变形规律的研究[J].矿山压力与顶板管理,1992(1) .
[71] 靳钟铭等.综放采场合理开采参数的研究[J].东北煤炭技术,1992(2) .
[72] 王庆康等.综采放顶煤工作面顶煤破碎机理的探讨[C].第5届煤矿采场矿压理论与实践讨论 会论文汇编,1989.
[73] 张顶立.综放工作面煤岩稳定性研究与控制[D].中国矿业大学博士学位论文,1995
[74] 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,1999
[75] 于政喜,张清河等.顶煤破碎机理及其影响因素探讨[R].综放开采工艺与设备技术交流会, 1992.
[76] 史元伟.综放工作面围岩动态及液压支架载荷力学模型[J].煤炭学报,1997(3)
[77] 古全忠,史元伟等.放顶煤采场顶板运动规律的研究[J].煤炭学报,1996(2)
[78] 闫少宏.放顶煤开采顶煤与顶板活动规律研究[D].中国矿业大学博士学位论文,1995.
[79] 闫少宏,吴健.放顶煤开采顶煤损伤特性分析[J].岩石力学与工程学报,1995(12)
[80] 张海戈.综放开采顶煤活动机理与端面稳定性控制的研究[D].中国矿业大学博士学位论文, 1994.
[81] 张勇.长壁放顶煤开采顶煤损伤和破坏机理研究[D].中国矿业大学博士论文,1998.
[82] Wang Qingkang.The Characteristics of the ground pressure marifestation and the movement of the top coal mass in the gently inclinde working face with top coal drawing.proceeding of international symposium,SIMT,1988.
[83] 姚建国,樊运策等.综采放顶煤采煤法专家系统的开发.煤矿开采,1995(2) :5-7.
[84] 宋振骐,赵经彻.综放开采岩层运动和矿山压力控制[C].综采放顶煤综合技术研究与应用, 2000.
[85] 姜福兴.放顶煤采场的顶板结构型式与支架围岩关系探讨[C].第二届全国放顶煤开采理论 与实践研讨会,1995.
[86] 李报.长壁综放开采上覆岩体有限变形规律研究[D].中国矿业大学博士学位论文,1998
[87] .古全忠,史元伟,齐庆新.放顶煤采场顶板运动规律的研究[M].煤炭学报,1996,21(1) : 45-50
[88] 马其华,郭忠平,樊克恭等.综放面矿压显现特点与沿空掘巷可行性[M].矿山压力与顶板管 理,1997,14(3-4) :150-152
[89] 康立军,郑行周,冯增强等.南屯矿63上10综放工作面沿空掘巷矿压显现规律探讨[M].煤 炭科学技术,1998,26(7) :41-45
[90] 李晋平,李洪武.综放面护巷煤柱应力与变形分析[J].矿山压力与顶板管理,1999,(Z1)
[91] 张益东,李晋平.综放锚杆支护巷道顶煤内部支护结构承载能力探讨[J].煤炭学报,1999,(06)
[92] 管学茂,鲁雷,翟路锁等.综放面沿空掘巷矿压显现规律研究[M].矿山压力与顶板管理, 2000,17(1) :30-33
[93] 孟金锁.综放开采沿空掘巷分析[M].煤炭科学技术,1998,26(11)
[94] 侯朝炯,李学华.综放沿空掘巷围岩大、小结构的稳定性原理.煤炭学报,2001,26(1) : 1-7
[9
[95] 李学华.综放沿空掘巷围岩大小结构稳定性的研究[D].中国矿业大学博士学位论文,2000
[96] 张东升,缪协兴,茅献彪.综放沿空留巷顶板活动规律的模拟分析[J].中国矿业大学学报, 2001,30(3) :261-264
[97] 张东升,茅献彪,马文顶.综放沿空留巷围岩变形特征的试验研究[J].岩石力学与工程学报, 2002,21(3) :331-334
[98] 侯朝炯,郭宏亮.我国煤巷锚杆支护技术的发展方向[J].煤炭学报,1996,21(2) :113-118
[99] De E Souza. A dynamic support system for yielding ground. CIM Bulletin 1999, 92(1032) :50-55
[100] Franclss FO, Weak Rock Tunneling[M]. Rotterdam A.A. Balkema Press, 1997
[101] Gale WJ, Blackwood R L. Stress distribution and rock failure around coal mine roadways[J]. Int J Rock Mech Min Sci & Geomech Abstr, 1987,24(3)
[102] 郭颂.美国煤巷锚杆支护技术[J].煤炭科学技术,1998,26(4) :50-54
[103] 修作量.英国煤矿锚杆支护技术[J].煤炭科学技术,1993,21(12) :54-56
[104] O.Aydan. Anchorage performance and reinforcement effect of fully grouted bolts on rock excavations. Proceedings of the seventh international conference on rock mechanics, pp757-760
[105] Hoek E, Brown E T. Underground Excavation in rock[M]. Published by Institution of Mining and Metallurgy, 1980
[106] 杨新安,陆士良.中国煤矿的锚杆支护[J].中国煤炭,1995,21(3) :5-8
[107] 康红普,我国煤巷锚杆支护技术新进展[J],岩石力学与工程学报,2002,21(增刊),1986-1990
[108] 康红普,林健,煤巷锚杆支护成套技术在潞安矿区的应用[J],煤炭学报,2001,26(增刊), 106-110
[109] 张益东,张少华,侯朝炯等.地应力对锚杆支护的沿空巷道的影响[J].中国矿业大学学报, 1999,28(4) :373-374
[110] 牟彬善,吴兰荪,刘现贵等.沿空掘巷无煤柱开采技术实践[J].煤矿开采,1999,4(2)
[111] 柏建彪,王卫军,侯朝炯等.综放沿空掘巷围岩控制机理及支护技术研究[J].煤炭学报, 2000,25(5) :478-481
[112] 房桂来,李洪明,孙海良.沿空掘巷锚杆锚网支护[J].煤炭科学技术,1998,26(5) :23-26
[113] 陈学伟,李伟,张震等.综放沿空掘巷全锚网支护技术[J].矿山压力与顶板管理,1999,16 (3-4) :123-128
[114] 华心祝,曹伍富,谢广祥等.深井综放面窄煤柱沿空掘巷锚杆支护技术研究[J].中国煤炭, 2001,27(6) :37-40
[115] 陈炎光,陆士良,侯朝炯等.中国煤矿巷道围岩控制[M].徐州:中国矿业大学出版社,1994
[116] Ulrick B.F. relationships between annulus thickness and the integrity of resin-grouted roof bolts: RI 9253. U.S. Bureau mines, 1989
[117] Euring AJ. warble, etc. Rock mechanics design for rock bolting in British coal mines. 16th word mining congress. 35-39
[1
[118] P.G. Fuller. Flexibolt flexible roof bolts, a new concept for strata control. 12th conference on ground control in mining. 1993, 24-34
[119] N.J. Halison. Design of the roof bolting system. Colliery guardian, 1987. 9 366-372
[120] P.Willians. The Development of Rock Bolting in UK Coal Mines, Mining Engineering, 1994, (5)
[121] 朱浮声,郑雨天.端部锚固锚杆桁架支护分析[J].岩石力学与工程学报,1992,11(4) : 356-363
[122] 董方庭.宋宏伟.巷道围岩松动圈支护理论[J].煤炭学报,1994,19(1) :21-32
[123] 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].中国矿业大学博士学位论 文,2001
[124] Taylor,Charles D, Thimons,Edward D, Zimmer,Jeanne A. Comparison of methane concentrations at a simulated coal mine face during bolting. Journal of the Mine Ventilation Society of South Africa. 1999, 52(2) :48-52
[125] Stankus,J.C., Peng,S.S. Floor bolting for control of mine floor heave. Mining Engineering, 1994, 46(9) : 1099-1102
[126] Hou Zhaojiong, He Yanan, Zhang Yidong. Key technique to compositely supporting the roadway driven along previous goaf with bolts, bars and chain meshes under complex conditions. Journal of Coal Science and Engineering(China), 1995, (1)
[127] 朱维中,何满潮.复杂围岩条件下围岩稳定性与岩体动态施工力学[M].北京:科学出版社, 1995
[128] 顾金才,沈俊,陈安敏,明治清.锚索预应力在岩体内引起的应变状态模型试验研究[J].岩石力 学与工程学报,2000,(6) :917-921
[129] 王金华,修作量.邢台矿综放面全煤巷道组合锚杆支护技术[J].煤炭科学技术,1999,1
[130] PO'Grady. P. Fuller. P. Dight. Cable bolting in Australian Coal Mines Current practice and design considerations. Mining Engineer, 1994. 154(396)
[131] Cemal Biron, Ergin Arioglu, Design of Support in Minies, John Wiley & sons, New York, 1982
[132] 勾攀峰.巷道锚杆支护提高围岩强度和稳定性的研究[D].徐州:中国矿业大学博士学位论 文,1998
[133] 王明恕.全长锚固锚杆机理的探讨[J].煤炭学报,1983(1) ,40-47
[134] I. W. Farmer, Engineering behaviour of rocks. Chapman and Hall. London. 1983
[135] J. P. A. Roest. W. Kamp. The self supporting rock ring. Proceedings of the International [148] Symposium on Mining Technology and Sciense, China Coal Industry Publishing House, 1987
[136] 杨新安.软岩巷道锚注支护机理与技术研究[D].徐州:中国矿业大学,1995
[137] 林崇德等.困难条件下煤巷锚杆支护技术[J].中国煤炭,1997,(6)
[138] 杨双锁,康立勋.煤矿巷道锚杆支护研究的总结与展望[J].太原理工大学学报,2002,33 (4) :376-381
[1
[139] 康红普.回采巷道锚杆支护影响因素的FLAC分析[J],岩石力学与工程学报,1999,18(5) , 534-537
[140] 康红普,林健等.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
[141] 鞠文君.全长锚固锚杆工况监测方法[J].煤炭科学技术,1998,26(6) ,15-18
[142] 康红普.煤巷锚杆支护动态信息设计法及其应用[J].煤矿开采,2002,(1) ,5-8
[143] 王兴库.小孔径预应力树脂锚索技术及应用[M].世纪之交软岩工程技术现状与展望,煤炭工 业出版社,1999,264-269
[144] 康红普.回采巷道锚杆支护技术的现状与发展趋势[M],地下开采现代技术理论与实践,煤 炭工业出版社,2002,345-352
[145] 杨延毅.加固层状岩体的变形破坏过程与加固效果分析[J].岩石力学与工程学报,1994(4)
[146] 林崇德.桁架锚杆支护作用的数值分析研究[J].煤炭学报,1995,(3)
[147] 陆土良,汤雷.巷道锚注支护机理的研究[J].中国矿业大学学报,1996,(2)
[148] 侯朝炯,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
[149] 张东升,缪协兴,冯光明等.综放沿空留巷充填体稳定性控制.中国矿业大学学报,2003, 32(3) :232-2235
[150] Hua Xinzhu.Study on Gob-side Entry Retaining Technique with Roadside Packing in Longwall Top-Coal Caving Technology [J].Journal of Coal Science & Engineering (China), 2004(1)
[151] Zhang Dongsheng, Miao Xiexing. Technique of Gob-Side Entry Retaining with Entry-in Packing in Fully-Mechanized Coalface with Top-Coal caving[C]. Proceedings of the 5th International Symposium on Mining Science and Technology,2004
[152] Zhang Nong, Li Xuehua. Supporting of Gob-Side Entries Driving Head-on adjacent Advancing Coal Face with a Reserved Narrow Pillar [C]. Proceedings of the 5th International Symposium on Mining Science and Technology,2004
[153] 潞安矿业(集团)公司,中国矿业大学.综放大断面沿空留巷技术研究课题鉴定材料[R], 2001. 9
[154] 姚建国 学科交叉视野中的地下开采现代技术理论与矿山岩石力学,地下开采现代技术理 论与实践,北京:煤炭工业出版社,2002
[155] 蔡宝金.矿井支护设计方法的探讨[J].煤炭技术,2003,22(7)
[156] 刘玉堂,姚建国,侯朝炯等.我国缓倾斜、倾斜煤层回采巷道围岩稳定性分类研究.煤炭学 报,1989,15(3) :21-36.
[157] 史元伟,康立军,李全生等.缓倾斜回采工作面顶板分类修订方案的研究(上、下).煤炭 科学技术,1995,23(4,5) :31-34,2-6.
[158] 姚建国,杨厚柱.围岩稳定性分类的灰色模糊类比法,第一届全国大坝岩体力学研讨会暨 第三属岩石力学与工程学会岩体物理数值模拟研讨会论文集.成都:成都科技大学出版社, 1993:292-297.
[1
[159] 李效甫,姚建国等.回采巷道支护形式与参数合理选择专家系统.北京:煤炭工业出版社. 1993.
[160] 赵衡山,姚建国,史元伟等.液压支架架型、结构及工作阻力合理选择专家系统.煤炭学报, 1993,18(2) :27-40.
[161] 姚建国.一种可综合考虑“随机性”与“模糊性”的不确定性推理方法及其在矿井支护智 能CAD中的应用.计算力学理论与应用.北京:科学出版社.1992:256-258.
[162] 姚建国.采用基于事例的推理方法实现矿井支护智能CAD.计算机工程.1994,Sup:215.
[163] Yao Jianguo. Intelligent modeling assistant for preliminary analysis of mining design. Mine Planning and Equipment Selection. 1994. A. A. BALKEMA Pub., 1994: 571-575.
[164] Yao Jianguo. Expert system for mine support. Computer Methods and Advances in Geomechanics. A. A. BALKEMAPub., 1997: 657-660.
[165] Yao Jianguo, Zou Zengli. Automatic knowledge acquisition and the nenly formed artificial intelligent system suitable for selection of gateway support and its parameters. Mining Science and Technology. A. A. BALKEMA Pub., 1996: 89-92.
[166] 姚建国.WWW与基于实例推理(CBR)的岩士工程智能CAD.岩石力学与工程学报.2000, 19(Sup.):1053-1056.
[167] 姚建国,范韶刚.高产高效工作面顶板来压自适应识别的灰色等维拓扑建模与预测.煤炭学 报,2001,26(Sup.):100-105.
[168] 姚建国.适用于采矿工程专家系统的不确定性推理方法.水电与矿业工程中的岩石力学问 题.北京:科学出版社.1991:199-206
[169] 陆士良.无煤柱护巷的矿压显现[M].北京:煤炭工业出版社,1982:55-56.