沈北矿区深部煤巷破坏机理及支护对策研究
|
摘要
通过对沈北矿区深部煤巷工程地质力学特性的现场调查和测试,确定了该矿区地应力分布规律,分析了典型深部煤巷的变形破坏特·点,得出了变形破坏的主要原因。利用数值模拟的方法再现了传统支护条件下巷道破坏过程,确定了影响其变形破坏的主控因素,认为传统支护材料无法适应深部煤巷的大变形支护,提出了以恒阻大变形锚杆为主体耦合支护对策。将该研究成果应用到清水煤矿深部煤巷支护实践中,采用恒阻大变形锚杆+钢带+底角注浆锚管耦合支护设计方案,在南二05运输顺槽进行了现场科学实验,取得了良好的应用效果,验证了新型恒阻大变形锚杆支护材料对深部煤巷大变形控制的有效性。
Through field survey and laboratory test the engineering geological conditions and rock mechanics characteristic of deep coal roadway in Shenbei Mining Area, the distribution law of in-situ stress are studied and the damage characteristics of deep coal roadway are analyzed. The main destruction reasons are concluded in the paper. Also the failure processes of traditional supporting methods are reappeared by numerical analysis and the main relative factors are proposed. The author holds that traditional supporting material is inadaptation of large deformation in deep coal roadway and the coupling support technology of constant-resistance large deformation bolt is put forward. The research results are applied to deep coal roadway supporting practice in Qingshui coal mine. The coupling support technology of constant-resistance large deformation bolt+steel mesh+corner bolt pipe is proved to be reasonable in the Naner05Transporting Crossheading. In addition, the new constant resistance large deformation bolt is effective to control the large deformation of deep coal roadway.
Through field survey and laboratory test the engineering geological conditions and rock mechanics characteristic of deep coal roadway in Shenbei Mining Area, the distribution law of in-situ stress are studied and the damage characteristics of deep coal roadway are analyzed. The main destruction reasons are concluded in the paper. Also the failure processes of traditional supporting methods are reappeared by numerical analysis and the main relative factors are proposed. The author holds that traditional supporting material is inadaptation of large deformation in deep coal roadway and the coupling support technology of constant-resistance large deformation bolt is put forward. The research results are applied to deep coal roadway supporting practice in Qingshui coal mine. The coupling support technology of constant-resistance large deformation bolt+steel mesh+corner bolt pipe is proved to be reasonable in the Naner05Transporting Crossheading. In addition, the new constant resistance large deformation bolt is effective to control the large deformation of deep coal roadway.
引文
[1]何满潮.调动深部围岩强度——21世纪软岩巷道支护新方向.岩石力学与工程学会第六次学术大会论文集《新世纪岩石力学与工程的开拓和发展》.2000
[2]何满潮.深部开采工程岩石力学的现状及其展望.第八次全国岩石力学与工程学术大会论文集.北京：科学出版社,2004.88-94
[3]钱七虎.非线性岩石力学的新进展——深部岩体力学的若干问题[A].第八次全国岩石力学与工程学术大会论文集[C].中国岩石力学与工程学会主编.北京：科学出版社,2004.10-17
[4]钱七虎.深部地下工空间开发中的关键科学问题[R].第230次香山科学会议《深部地下空间开发中的基础研究关键技术问题》,2004
[5]钱鸣高.20年来采场围岩控制理论和实践的回顾[J].中国矿业大学学报.2000,19(1)：1-4
[6]Jun Sun, Sijing Wang. Rock mechanics and rock engineering in china:developments and current state-of-the-art[J]. International Journal of Rock Mechanics and Mining Science,2000, (37):447-465
[7]谢和平.深部高应力下的资源开采——现状、基础科学问题与展望[A].科学前沿与未来(第六集)[C].香山科学会议主编,北京：中国环境科学出版社.2002.179-191
[8]何满潮,谢和平,彭苏萍.姜耀东.深部开采岩体力学研究.岩石力学与工程学报,2005,24(16)：2803-2813
[9]Sellers E J, Klerck P. Modeling of the effect of discontinuities on the extent of the fracture zone surrounding deep tunnels[J], Tunneling And Underground Space Technology,2000,15(4):463-469.
[10]Malan D F, Spottiswoode S M. Time-dependent fracture zone behavior and seismicity surrounding deep level stopping operations[A]. Rockburst and Seismicity in Mines[C]. Gibowicz and Lasocki eds, Rotterdam:A.A.Balkema,1997,173-177
[11]郑颖人.地下工程锚喷支护设计指南.北京：中国铁道出版社.1988
[12]于学馥,郑颖人,刘怀恒等.地下工程围岩稳定分析.北京：煤炭工业出版社,1983
[13]韩瑞庚.地下工程新奥法.北京：科学出版社,1987
[14]Lucio David Pareja. Deep underground hard-rock mining, Issues, strategies, and alternatives doctor dissertation,2000
[15]N.A.尤尔钦科.用能量理论计算锚杆支架参数.煤矿掘进技术译文集——锚杆支护.北京：煤炭工业出版社,1976
[16]Vahid Reza Hajiabdolmajid. Mobilization of strength in brittle failure of rock, doctor dissertation.2001
[17]JIH-SHENG LIAO. Stability of near-surface excavations in weak rock and soil, doctor dissertation,1988
[19]陈炎光,陆士良.中国煤矿巷道围岩控制.徐州：中国矿业大学出版社,1994.40-59
[20]马念杰,侯朝炯.采准巷道矿压理论及应用.北京：煤炭工业出版社.1995(10)：7-15
[21]侯朝炯,勾攀峰.巷道锚杆支护围岩强度强化机理研究.岩石力学与工程学报,2000.5,Vo1.19.No.3
[22]勾攀峰.巷道锚杆支护提高围岩强度和稳定性的研究.中国矿业大学博十论文.1998
[23]朱浮生,郑雨天.全长粘结式锚杆的加固作用机理分析.岩石力学与工程学报,1996.7,Vol.15.No.4
[24]邹志晖,汪志林.锚杆在不同岩体中的工作机理.岩土工程学报,1993,Vo1.15,No.6
[25]侯朝炯,郭励生,勾攀峰等.煤巷锚杆支护.北京：中国矿业大学出版社,1999,2
[26]钱鸣高,缪协兴,许家林等岩层控制中的关键层理论.煤炭学报,1994,19(1)：21-31
[27]宋振骐.实用矿山压力理论中国矿业大学出版社,1988
[28]钱鸣高.岩石工程破坏准则.煤炭学报,1994.19(1)
[29]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：中国矿业大学出版社.1998
[30]勾攀峰,侯朝炯.回采巷道锚杆支护顶板稳定性分析[J].煤炭学报,1999,24(5)：466-470
[31]马念杰,侯朝炯.采准巷道矿压理论及应用[M].北京：煤炭工业出版社,1995
[32]侯朝炯.马念杰.煤层巷道两帮煤体应力和极限平衡区的探讨[J].1998.No.4
[33]朱德仁,王金华.巷道煤帮稳定性相似材料模拟试验研究[J].煤炭学报,Vol23,No.1,1998
[34]刘高.聂德新,韩文蜂.高应力软岩巷道围岩变形破坏研究[J].岩石力学与工程学报,2000.19(6)：726-730
[35]工彩根.软岩巷道壁后充填支护机理与技术的研究[D].徐州：中国矿业大学,1995
[36]王彩根,陆士良等.软岩巷道支护阻力与围岩变形的关系[J].矿山压力与顶板管理,1995,No.3-4
[37]陆士良,工悦汉.软岩巷道支架壁后充填与围岩关系的研究[J].岩石力学与工程学报,1999,18(2)：180-183
[38]葛家良.软岩巷道注浆加固机理及注浆技术若干问题的研究[D].徐州：中国矿业大学,1995
[39]葛家良.注浆技术的现状与发展趋势综述[J].矿业世界,1995,No.1
[40]葛家良,陆士良.注浆模拟试验及其应用的研究[J].岩上工程学报,1997,19(3)：28-33
[41]杨新安,陆博良,葛家良.软岩巷道锚注支护技术及其工程实践[J].岩石力学与工程学报,1997,16(2)：171-177
[42]郭汉燊,詹锦泉,徐素健.锚杆劈裂注浆实验研究[J].煤炭学报,1999,24(5)：471-476
[43]韩立军,陈学伟.李峰.软岩动压巷道锚注支护实验研究[J].煤炭学报,1998,23(3)：241-245
[44]王国际.注浆技术理论与实践[M].徐州：中国矿业大学出版社,2000
[45]杜嘉鸿.地下建筑注浆工程简明手册[M].北京：科学出版社,1998
[46]朱浮声,郑雨天,谭云亮.锚杆支护回采巷道围岩类型的最优模糊识别.煤炭学报,1997,22(3)：265-269
[47]伍佑伦,许梦国,何明华.采准巷道支护分级的探讨.矿业研究与开发,2002(3)
[48]伍永平,柴敬.深部高应力软岩巷道支护问题及对策.辽宁工程技术大学学报(自然科学版),1997(1)
[49]孙树魁,黄旭,向小东.采准巷道支护结构最优可靠度的确定.辽宁工程技术大学学报(自然科学版),1998(6)
[50]贾红睿,马云东.回采巷道支架支护的可靠性评价.辽宁工程技术大学学报(自然科学版),1997(4)
[51]景海河,苏永华,孙晓明.深井倾斜岩层巷道复合支护技术研究.金属矿山,2001(11)
[52]吕擎峰,韩文峰.金川岩体各向异性与巷道支护变形破坏关系探讨.岩石力学与工程学报,2000(2)
[53]何满潮,王俊臣.软岩巷道关键部位二次耦合支护技术.世纪之交软岩工程技术现状与展望,煤炭工业出版社.1999.5
[54]王俊臣,贾明魁.何满潮等.关键部位二次组合支护技术及其应用[J].煤炭科学技术,1999,27(10)：1-3
[55]林崇德.层状岩石顶板机理数值模拟过程分析[J].岩石力学与工程学报,1999,18(4)：392-396
[56]林崇德,陆士良.史元伟.煤巷软弱顶板锚杆支护作用的研究[J].煤炭学报,2000,25(5)：482-485
[57]林崇德,牛锡倬.软弱岩体中巷道围岩的特性及其支护特点[J].煤炭学报,No,1,1998
[58]蒋金泉,韩继胜.石永奎巷道围岩结构稳定性与控制设计[M].煤炭工业出版社,1999
[59]刘传孝.采准巷道围岩结构稳定性分析与控制研究[D].泰安：山东矿业学院,1997
[60]谭云亮.刘传孝.巷道围岩稳定性预测与控制[M].徐州：中国矿业大学出版社,1999
[61]庞建勇,郭兰波,刘松玉.高应力巷道局部弱支护机理分析.岩石力学与工程学报,2004.23(12)：2001-2004
[62]周青,杨新安,高艳灵.金川小良岩体分类及其巷道支护研究.辽宁工程技术大学学报(自然科学版).2002(2)
[63]柏建彪.侯朝炯等.复合顶板极软煤层巷道锚杆支护技术研究[J].岩石力学与工程学报.2001.20(1)：53-56
[64]孙久政.万清生.刘钦德.回采巷道薄层复合顶板控制技术及工程实践[D].煤炭工业出版社.2008
[65]郜进海.薄层状巨厚复合顶板回采巷道锚杆锚索支护理论及应用研究：[博士论文].太原：太原理工大 学.2005
[66]彭建平.锚、网、带+锚索联合支护技术在软弱顶板煤巷中的应用[J].煤矿支护.2008.2：35-37
[67]刘保中,张志军.王保松.巨厚煤层回采巷道变形特征及支护技术研究[J].岩石力学与工程学报,2008.27(增2)
[68]王有俊.软岩回采巷道支护.[J].辽宁工程技术大学学报.2009.28：39-43
[69]冯志刚.李夕兵.可伸缩胀管式锚杆在大变形巷道支护中的应用[J].湖南有色金属.1994.2：65-68
[70]连传杰.徐卫亚,王志华.一种新型让压管锚杆的变形特性及其支护作用机理分析[J].防灾减灾工程学报.2008.28(2)：242-245
[71]黄世衡.使用底角锚杆防止底臌的措施.摘译自[日].日本矿业会志.1997,No.93(1071)：13-17
[72]郭永峰.丁斌.沈荣喜等.底角锚杆在综放沿空巷道中的应用.矿山压力与顶板管理[J].2003.20(3)：55-57
[73]钟新谷.锚杆防治软岩巷道底臌的分析[J].力学与实践,1994.16(4)：37-40
[74]尤春安,宋振骐.抗滑桩控制巷道底臌的理论与实践[J].岩石力学与工程学报.2002.21(增)：2221-2224
[75]张有天,王镭,陈平.有地表入渗的岩体渗流分析[J].岩石力学与工程学报,1991,10(2)
[76]Chen, H. J. Stress Analysis in Longwall Entry Roof Under High Horizontal Stress. Ph.D. dissertation. West Virginia University,1999,pp.278
[77]Gale, W.J. Strata Control Utilising Rock Reinforcement Techniques and Stress Control Methods, in Australian Coal Mines. The Mining Engineer. Vol.150. No.352, Jan.1991, pp.247-253
[78]Gale, W. J., and Blackwood, R. W. Stress distributions and rock failure around coal mine roadways. Int. Journal of Rock Mech. Min. Sciences and Geomech.. Vol.24, No.3,1987, pp.165-173.
[79]Blevins, C. T. Coping With High Lateral Stress in an Underground Illinois Coal Mine. Paper in Proceedings of 2nd Conf. on Ground Control in Mining,WV Univ. Morgantown, WV,1982, pp.137-141
[80][苏]H.A.多尔哈尼诺夫等.构造应力与并巷工程稳定性.北京：煤炭工业出版社,1984：177-189
[81]Siddal.R.G., Stress Effects Within the Selby Coalfield, Technology in Mining, Institute of Mining Elec. and Mining Mechanics Engineering,1989,p.13
[82]Herget.G., High Stress Occurrences in the Canadian shield, Proceedings.23th US Symposium on Rock Mechanices, Rolla.MO.1982.p.203-210
[83]王立朝,马正龙,胡瑞林等.沿空窄煤柱锚网带支护的巷道稳定性研究.中国安全科学学报,2003,]3(4)：51-54
[84]何满潮,孙晓明.中国煤矿软岩巷道工程支护设计与施工指南.北京：科学出版社,2004
[85]何满潮.岩土工程设计的新阶段—非线性大变形力学设计.岩土工程界,1998(9)
[86]Chen, H. J. Stress Analysis in Longwall Entry Roof Under High Horizontal Stress. Ph.D. dissertation, West Virginia University,1999, pp.278
[87]Gale, W. J. Strata Control Utilising Rock Reinforcement Techniques and Stress Control Methods, in Australian Coal Mines. The Mining Engineer, Vol.150, No.352, Jan.1991, pp. 247-253
[88]Gale, W. J., and Blackwood, R. W. Stress distributions and rock failure around coal mine roadways. Int. Journal of Rock Mech. Min. Sciences and Geomech.. Vol.24, No.3,1987, pp.165-173.
[89]Meyer, L. H. I., Coggan, J. S.and Stead, D. Three dimensional non-linear modeling of the effects of high horizontal stress on underground excavation face-end stability. Rock mechanics for Industry, ISBN 90 5809 0423,1999. pp.147-152
[90]Meyer. L.H.I.Stead D. and Coggan.J. S. Three dimensional modeling of the effects of high horizontal stress on underground excavation stability. IRSM 9th International Congress on Rock Mechanics,1999, pp.411-416
[91]Blevins, C. T. Coping With High Lateral Stress in an Underground Illinois Coal Mine. Paper in Proceedings of 2nd Conf. on Ground Control in Mining, WV Univ. Morgantown, WV,1982, pp.137-141
[92][苏]H.A.多尔哈尼诺夫等.构造应力与并巷工程稳定性.北京：煤炭工业出版社,1984： 177-189
[104]Siddal.R.G., Stress Effects Within the Selby Coalfield, Technology in Mining, Institute of Mining Elec. and Mining Mechanics Engineering,1989, p.13
[93]Herget.G., High Stress Occurrences in the Canadian shield, Proceedings.23th US Symposium on Rock Mechanices, Rolla.MO.1982.p.203-210
[94]曹伍富.深部软岩巷道围岩控制关键技术研究.中国矿业大学(北京)博士论文,2004：39-45
[95]郭志飚.第三系深部软岩矿井锚网索—桁架耦合支护原理与技术.中国矿业大学(北京)博士论文,2006.
[96]樊克恭.蒋金泉.弱结构巷道围岩变形破坏与非均称控制机理[J].中国矿业大学学报,2007,36(1)
[97]刘文涛.大屯矿区深部岩巷不对称变形机理及支护对策研究[博士学位论文][D].北京：中国地质大学,2007.
[98]刘波,杨仁树,何满潮,等.深部矿井锚扣支架设计理论及应用[J].岩石力学与工程学报,2005,24(16)：2875-2881
[99]LI Guo-feng, TAO Zhi-gang, GUO Hong-yun. Research on stability control countermeasure of deep shaft inset[J].Journal of China University of Mining & Technology,2010,(6)
[100]LI Guo-feng, HE Man-chao, ZHANG Guo-feng. Analysis on deformation mechanism and excavation process of large span intersection within deep soft rock roadway[J].Journal of China University of Mining & Technology,2009,(1)
[101]李国峰,王炯,工福强等.兴安矿深部高应力强膨胀型软岩巷道控制对策研究[J].煤炭工程,2009(09)
[102]李国峰,陶志刚,王炯.兴安矿深部软岩巷道大变形控制对策研究[J].煤炭科学技术,2009(09)
[103]何满潮,李国峰,王炯等.兴安矿深部软岩巷道大面积高冒落支护设计研究[J].岩石力学与工程学报,2007,26(05)：903-908
[104]何满潮,李国峰,任爱武.深部软岩巷道交叉硐室群稳定性分析[J].中国矿业大学学报,2007,24(16)：103-108
[105]何满潮,李国峰,刘哲等.兴安矿深部软岩巷道交岔点支护技术[J].采矿与安全工程学报,2007,24(02)：127-131
[106]李国峰,蔡建,郭志飚.深部软岩巷道锚注支护技术研究与应用[J].煤炭科学技术,2007(04)：44-47
[2]何满潮.深部开采工程岩石力学的现状及其展望.第八次全国岩石力学与工程学术大会论文集.北京：科学出版社,2004.88-94
[3]钱七虎.非线性岩石力学的新进展——深部岩体力学的若干问题[A].第八次全国岩石力学与工程学术大会论文集[C].中国岩石力学与工程学会主编.北京：科学出版社,2004.10-17
[4]钱七虎.深部地下工空间开发中的关键科学问题[R].第230次香山科学会议《深部地下空间开发中的基础研究关键技术问题》,2004
[5]钱鸣高.20年来采场围岩控制理论和实践的回顾[J].中国矿业大学学报.2000,19(1)：1-4
[6]Jun Sun, Sijing Wang. Rock mechanics and rock engineering in china:developments and current state-of-the-art[J]. International Journal of Rock Mechanics and Mining Science,2000, (37):447-465
[7]谢和平.深部高应力下的资源开采——现状、基础科学问题与展望[A].科学前沿与未来(第六集)[C].香山科学会议主编,北京：中国环境科学出版社.2002.179-191
[8]何满潮,谢和平,彭苏萍.姜耀东.深部开采岩体力学研究.岩石力学与工程学报,2005,24(16)：2803-2813
[9]Sellers E J, Klerck P. Modeling of the effect of discontinuities on the extent of the fracture zone surrounding deep tunnels[J], Tunneling And Underground Space Technology,2000,15(4):463-469.
[10]Malan D F, Spottiswoode S M. Time-dependent fracture zone behavior and seismicity surrounding deep level stopping operations[A]. Rockburst and Seismicity in Mines[C]. Gibowicz and Lasocki eds, Rotterdam:A.A.Balkema,1997,173-177
[11]郑颖人.地下工程锚喷支护设计指南.北京：中国铁道出版社.1988
[12]于学馥,郑颖人,刘怀恒等.地下工程围岩稳定分析.北京：煤炭工业出版社,1983
[13]韩瑞庚.地下工程新奥法.北京：科学出版社,1987
[14]Lucio David Pareja. Deep underground hard-rock mining, Issues, strategies, and alternatives doctor dissertation,2000
[15]N.A.尤尔钦科.用能量理论计算锚杆支架参数.煤矿掘进技术译文集——锚杆支护.北京：煤炭工业出版社,1976
[16]Vahid Reza Hajiabdolmajid. Mobilization of strength in brittle failure of rock, doctor dissertation.2001
[17]JIH-SHENG LIAO. Stability of near-surface excavations in weak rock and soil, doctor dissertation,1988
[19]陈炎光,陆士良.中国煤矿巷道围岩控制.徐州：中国矿业大学出版社,1994.40-59
[20]马念杰,侯朝炯.采准巷道矿压理论及应用.北京：煤炭工业出版社.1995(10)：7-15
[21]侯朝炯,勾攀峰.巷道锚杆支护围岩强度强化机理研究.岩石力学与工程学报,2000.5,Vo1.19.No.3
[22]勾攀峰.巷道锚杆支护提高围岩强度和稳定性的研究.中国矿业大学博十论文.1998
[23]朱浮生,郑雨天.全长粘结式锚杆的加固作用机理分析.岩石力学与工程学报,1996.7,Vol.15.No.4
[24]邹志晖,汪志林.锚杆在不同岩体中的工作机理.岩土工程学报,1993,Vo1.15,No.6
[25]侯朝炯,郭励生,勾攀峰等.煤巷锚杆支护.北京：中国矿业大学出版社,1999,2
[26]钱鸣高,缪协兴,许家林等岩层控制中的关键层理论.煤炭学报,1994,19(1)：21-31
[27]宋振骐.实用矿山压力理论中国矿业大学出版社,1988
[28]钱鸣高.岩石工程破坏准则.煤炭学报,1994.19(1)
[29]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：中国矿业大学出版社.1998
[30]勾攀峰,侯朝炯.回采巷道锚杆支护顶板稳定性分析[J].煤炭学报,1999,24(5)：466-470
[31]马念杰,侯朝炯.采准巷道矿压理论及应用[M].北京：煤炭工业出版社,1995
[32]侯朝炯.马念杰.煤层巷道两帮煤体应力和极限平衡区的探讨[J].1998.No.4
[33]朱德仁,王金华.巷道煤帮稳定性相似材料模拟试验研究[J].煤炭学报,Vol23,No.1,1998
[34]刘高.聂德新,韩文蜂.高应力软岩巷道围岩变形破坏研究[J].岩石力学与工程学报,2000.19(6)：726-730
[35]工彩根.软岩巷道壁后充填支护机理与技术的研究[D].徐州：中国矿业大学,1995
[36]王彩根,陆士良等.软岩巷道支护阻力与围岩变形的关系[J].矿山压力与顶板管理,1995,No.3-4
[37]陆士良,工悦汉.软岩巷道支架壁后充填与围岩关系的研究[J].岩石力学与工程学报,1999,18(2)：180-183
[38]葛家良.软岩巷道注浆加固机理及注浆技术若干问题的研究[D].徐州：中国矿业大学,1995
[39]葛家良.注浆技术的现状与发展趋势综述[J].矿业世界,1995,No.1
[40]葛家良,陆士良.注浆模拟试验及其应用的研究[J].岩上工程学报,1997,19(3)：28-33
[41]杨新安,陆博良,葛家良.软岩巷道锚注支护技术及其工程实践[J].岩石力学与工程学报,1997,16(2)：171-177
[42]郭汉燊,詹锦泉,徐素健.锚杆劈裂注浆实验研究[J].煤炭学报,1999,24(5)：471-476
[43]韩立军,陈学伟.李峰.软岩动压巷道锚注支护实验研究[J].煤炭学报,1998,23(3)：241-245
[44]王国际.注浆技术理论与实践[M].徐州：中国矿业大学出版社,2000
[45]杜嘉鸿.地下建筑注浆工程简明手册[M].北京：科学出版社,1998
[46]朱浮声,郑雨天,谭云亮.锚杆支护回采巷道围岩类型的最优模糊识别.煤炭学报,1997,22(3)：265-269
[47]伍佑伦,许梦国,何明华.采准巷道支护分级的探讨.矿业研究与开发,2002(3)
[48]伍永平,柴敬.深部高应力软岩巷道支护问题及对策.辽宁工程技术大学学报(自然科学版),1997(1)
[49]孙树魁,黄旭,向小东.采准巷道支护结构最优可靠度的确定.辽宁工程技术大学学报(自然科学版),1998(6)
[50]贾红睿,马云东.回采巷道支架支护的可靠性评价.辽宁工程技术大学学报(自然科学版),1997(4)
[51]景海河,苏永华,孙晓明.深井倾斜岩层巷道复合支护技术研究.金属矿山,2001(11)
[52]吕擎峰,韩文峰.金川岩体各向异性与巷道支护变形破坏关系探讨.岩石力学与工程学报,2000(2)
[53]何满潮,王俊臣.软岩巷道关键部位二次耦合支护技术.世纪之交软岩工程技术现状与展望,煤炭工业出版社.1999.5
[54]王俊臣,贾明魁.何满潮等.关键部位二次组合支护技术及其应用[J].煤炭科学技术,1999,27(10)：1-3
[55]林崇德.层状岩石顶板机理数值模拟过程分析[J].岩石力学与工程学报,1999,18(4)：392-396
[56]林崇德,陆士良.史元伟.煤巷软弱顶板锚杆支护作用的研究[J].煤炭学报,2000,25(5)：482-485
[57]林崇德,牛锡倬.软弱岩体中巷道围岩的特性及其支护特点[J].煤炭学报,No,1,1998
[58]蒋金泉,韩继胜.石永奎巷道围岩结构稳定性与控制设计[M].煤炭工业出版社,1999
[59]刘传孝.采准巷道围岩结构稳定性分析与控制研究[D].泰安：山东矿业学院,1997
[60]谭云亮.刘传孝.巷道围岩稳定性预测与控制[M].徐州：中国矿业大学出版社,1999
[61]庞建勇,郭兰波,刘松玉.高应力巷道局部弱支护机理分析.岩石力学与工程学报,2004.23(12)：2001-2004
[62]周青,杨新安,高艳灵.金川小良岩体分类及其巷道支护研究.辽宁工程技术大学学报(自然科学版).2002(2)
[63]柏建彪.侯朝炯等.复合顶板极软煤层巷道锚杆支护技术研究[J].岩石力学与工程学报.2001.20(1)：53-56
[64]孙久政.万清生.刘钦德.回采巷道薄层复合顶板控制技术及工程实践[D].煤炭工业出版社.2008
[65]郜进海.薄层状巨厚复合顶板回采巷道锚杆锚索支护理论及应用研究：[博士论文].太原：太原理工大 学.2005
[66]彭建平.锚、网、带+锚索联合支护技术在软弱顶板煤巷中的应用[J].煤矿支护.2008.2：35-37
[67]刘保中,张志军.王保松.巨厚煤层回采巷道变形特征及支护技术研究[J].岩石力学与工程学报,2008.27(增2)
[68]王有俊.软岩回采巷道支护.[J].辽宁工程技术大学学报.2009.28：39-43
[69]冯志刚.李夕兵.可伸缩胀管式锚杆在大变形巷道支护中的应用[J].湖南有色金属.1994.2：65-68
[70]连传杰.徐卫亚,王志华.一种新型让压管锚杆的变形特性及其支护作用机理分析[J].防灾减灾工程学报.2008.28(2)：242-245
[71]黄世衡.使用底角锚杆防止底臌的措施.摘译自[日].日本矿业会志.1997,No.93(1071)：13-17
[72]郭永峰.丁斌.沈荣喜等.底角锚杆在综放沿空巷道中的应用.矿山压力与顶板管理[J].2003.20(3)：55-57
[73]钟新谷.锚杆防治软岩巷道底臌的分析[J].力学与实践,1994.16(4)：37-40
[74]尤春安,宋振骐.抗滑桩控制巷道底臌的理论与实践[J].岩石力学与工程学报.2002.21(增)：2221-2224
[75]张有天,王镭,陈平.有地表入渗的岩体渗流分析[J].岩石力学与工程学报,1991,10(2)
[76]Chen, H. J. Stress Analysis in Longwall Entry Roof Under High Horizontal Stress. Ph.D. dissertation. West Virginia University,1999,pp.278
[77]Gale, W.J. Strata Control Utilising Rock Reinforcement Techniques and Stress Control Methods, in Australian Coal Mines. The Mining Engineer. Vol.150. No.352, Jan.1991, pp.247-253
[78]Gale, W. J., and Blackwood, R. W. Stress distributions and rock failure around coal mine roadways. Int. Journal of Rock Mech. Min. Sciences and Geomech.. Vol.24, No.3,1987, pp.165-173.
[79]Blevins, C. T. Coping With High Lateral Stress in an Underground Illinois Coal Mine. Paper in Proceedings of 2nd Conf. on Ground Control in Mining,WV Univ. Morgantown, WV,1982, pp.137-141
[80][苏]H.A.多尔哈尼诺夫等.构造应力与并巷工程稳定性.北京：煤炭工业出版社,1984：177-189
[81]Siddal.R.G., Stress Effects Within the Selby Coalfield, Technology in Mining, Institute of Mining Elec. and Mining Mechanics Engineering,1989,p.13
[82]Herget.G., High Stress Occurrences in the Canadian shield, Proceedings.23th US Symposium on Rock Mechanices, Rolla.MO.1982.p.203-210
[83]王立朝,马正龙,胡瑞林等.沿空窄煤柱锚网带支护的巷道稳定性研究.中国安全科学学报,2003,]3(4)：51-54
[84]何满潮,孙晓明.中国煤矿软岩巷道工程支护设计与施工指南.北京：科学出版社,2004
[85]何满潮.岩土工程设计的新阶段—非线性大变形力学设计.岩土工程界,1998(9)
[86]Chen, H. J. Stress Analysis in Longwall Entry Roof Under High Horizontal Stress. Ph.D. dissertation, West Virginia University,1999, pp.278
[87]Gale, W. J. Strata Control Utilising Rock Reinforcement Techniques and Stress Control Methods, in Australian Coal Mines. The Mining Engineer, Vol.150, No.352, Jan.1991, pp. 247-253
[88]Gale, W. J., and Blackwood, R. W. Stress distributions and rock failure around coal mine roadways. Int. Journal of Rock Mech. Min. Sciences and Geomech.. Vol.24, No.3,1987, pp.165-173.
[89]Meyer, L. H. I., Coggan, J. S.and Stead, D. Three dimensional non-linear modeling of the effects of high horizontal stress on underground excavation face-end stability. Rock mechanics for Industry, ISBN 90 5809 0423,1999. pp.147-152
[90]Meyer. L.H.I.Stead D. and Coggan.J. S. Three dimensional modeling of the effects of high horizontal stress on underground excavation stability. IRSM 9th International Congress on Rock Mechanics,1999, pp.411-416
[91]Blevins, C. T. Coping With High Lateral Stress in an Underground Illinois Coal Mine. Paper in Proceedings of 2nd Conf. on Ground Control in Mining, WV Univ. Morgantown, WV,1982, pp.137-141
[92][苏]H.A.多尔哈尼诺夫等.构造应力与并巷工程稳定性.北京：煤炭工业出版社,1984： 177-189
[104]Siddal.R.G., Stress Effects Within the Selby Coalfield, Technology in Mining, Institute of Mining Elec. and Mining Mechanics Engineering,1989, p.13
[93]Herget.G., High Stress Occurrences in the Canadian shield, Proceedings.23th US Symposium on Rock Mechanices, Rolla.MO.1982.p.203-210
[94]曹伍富.深部软岩巷道围岩控制关键技术研究.中国矿业大学(北京)博士论文,2004：39-45
[95]郭志飚.第三系深部软岩矿井锚网索—桁架耦合支护原理与技术.中国矿业大学(北京)博士论文,2006.
[96]樊克恭.蒋金泉.弱结构巷道围岩变形破坏与非均称控制机理[J].中国矿业大学学报,2007,36(1)
[97]刘文涛.大屯矿区深部岩巷不对称变形机理及支护对策研究[博士学位论文][D].北京：中国地质大学,2007.
[98]刘波,杨仁树,何满潮,等.深部矿井锚扣支架设计理论及应用[J].岩石力学与工程学报,2005,24(16)：2875-2881
[99]LI Guo-feng, TAO Zhi-gang, GUO Hong-yun. Research on stability control countermeasure of deep shaft inset[J].Journal of China University of Mining & Technology,2010,(6)
[100]LI Guo-feng, HE Man-chao, ZHANG Guo-feng. Analysis on deformation mechanism and excavation process of large span intersection within deep soft rock roadway[J].Journal of China University of Mining & Technology,2009,(1)
[101]李国峰,王炯,工福强等.兴安矿深部高应力强膨胀型软岩巷道控制对策研究[J].煤炭工程,2009(09)
[102]李国峰,陶志刚,王炯.兴安矿深部软岩巷道大变形控制对策研究[J].煤炭科学技术,2009(09)
[103]何满潮,李国峰,王炯等.兴安矿深部软岩巷道大面积高冒落支护设计研究[J].岩石力学与工程学报,2007,26(05)：903-908
[104]何满潮,李国峰,任爱武.深部软岩巷道交叉硐室群稳定性分析[J].中国矿业大学学报,2007,24(16)：103-108
[105]何满潮,李国峰,刘哲等.兴安矿深部软岩巷道交岔点支护技术[J].采矿与安全工程学报,2007,24(02)：127-131
[106]李国峰,蔡建,郭志飚.深部软岩巷道锚注支护技术研究与应用[J].煤炭科学技术,2007(04)：44-47