(1. School of Mechanics and Civil Engineering，China University of Mining and Technology(Beijing)，Beijing 100083，China；
2. School of Architecture and Civil Engineering，Anhui Polytechnic University，Wuhu，Anhui 241000，China；3. School
of Safety Engineering，North China Institute of Science and Technology，Sanhe，Hebei 065201，China)
Abstract：This paper briefly summarizes main achievements in the field of coal roadway support in China and expounds the research status of coal roadway support technology abroad. In recent years，the support technology of coal roadways in China is mainly a variety of single or combined support systems developed around bolting support for solving the emerging new problems of coal roadway support sites，foreign coal roadway support systems are diverse which have brought beneficial inspiration for the improvement and diversified development of coal roadway support theory，equipment and technology research in China，especially for surrounding rock control of coal roadways in deep coal mines with a depth more than 1 000 m. In this paper，the support of coal roadways was deeply studied by means of theoretical analysis，model test，numerical simulation and field test，and the support theory and technology of strengthening sidewalls and corners，composite support technology of longitudinal beams，cooperative support technology and shear-resistant anchor C-shaped tube cable(ACC) support technology in coal roadways were proposed，for realizing bolt and cable integrated(collaborative) support. In addition，based on the physical model test device of dynamic pressure roadway support developed，the simulation technology of coal roadway support was improved，and the innovation points，application conditions and significance，existing shortcomings and improvement directions of each technology were discussed. Finally，based on the above research results，the development trend and suggestions of coal roadway support technology in China were put forward. In the future，the support technology of coal roadways will adopt diversified methods such as the combination of multiple active support technologies or the combination of active and passive support technologies，and gradually develop to the direction of intelligent support.
单仁亮1，彭杨皓1，孔祥松1，肖禹航1，原鸿鹄1，黄 博2，郑 赟3. 国内外煤巷支护技术研究进展[J]. 岩石力学与工程学报, 2019, 38(12): 2377-2403.
SHAN Renliang1，PENG Yanghao1，KONG Xiangsong1，XIAO Yuhang1，YUAN Honghu1，. Research progress of coal roadway support technology at home and abroad. , 2019, 38(12): 2377-2403.
[1] 王显政. 深化电煤市场化改革提升煤炭工业发展科学化水平[J]. 煤炭经济研究，2013，33(1)：5–12.(WANG Xianzheng. Deep reform of electric power coal market to improve scientific level of coal industry development[J]. Coal Economic Research，2013，33(1)：5–12.(in Chinese))
[2] 王显政. 关于提升煤炭工业发展科学化水平的几点思考[J]. 中国煤炭，2012，38(3)：5–9.(WANG Xianzheng. Some thoughts on promoting scientific level of coal industry development[J]. China Coal，2012，38(3)：5–9.(in Chinese))
[3] 康红普. 我国煤矿巷道锚杆支护技术发展60年及展望[J]. 中国矿业大学学报，2016，45(6)：1 071–1 081.(KANG Hongpu. Sixty years development and prospects of rock bolting technology for underground coal mine roadways in China[J]. Journal of China University of Mining and Technology，2016，45(6)：1 071–1 081.(in Chinese))
[4] 康红普，王金华，林 健. 高预应力强力支护系统及其在深部巷道中的应用[J]. 煤炭学报，2007，32(12)：1 233–1 238.(KANG Hongpu，WANG Jinhua，LIN Jian. High pretensioned stress and intensive bolting system and its application in deep roadways[J]. Journal of China Coal Society，2007，32(12)：1 233–1 238.(in Chinese))
[5] 康红普，姜铁明，高富强. 预应力锚杆支护参数的设计[J]. 煤炭学报，2008，33(7)：721–726.(KANG Hongpu，JIANG Tieming，GAO Fuqiang. Design for pretensioned rock bolting parameters[J]. Journal of China Coal Society，2008，33(7)：721–726.(in Chinese))
[6] HONGPU K，JIAN L，YONGZHENG W. Development of high pretensioned and intensive supporting system and its application in coal mine roadways[J]. Procedia Earth and Planetary Science，2009，1(1)：479–485.
[7] 康红普，范明建，高富强，等. 超千米深井巷道围岩变形特征与支护技术[J]. 岩石力学与工程学报，2015，34(11)：2 227–2 241. (KANG Hongpu，FAN Mingjian，GAO Fuqiang，et al. Deformation and support of rock roadway at depth more than 1 000 meters[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(11)：2 227–2 241.(in Chinese))
[8] 康红普，王金华，林 健. 煤矿巷道支护技术的研究与应用[J]. 煤炭学报，2010，35(11)：1 809–1 814.(KANG Hongpu，WANG Jinhua，LIN Jian. Study and applications of roadway support techniques for coal mines[J]. Journal of China Coal Society，2010，35(11)：1 809–1 814.(in Chinese))
[9] 康红普，王金华，林 健. 煤矿巷道锚杆支护应用实例分析[J]. 岩石力学与工程学报，2010，29(4)：649–664.(KANG Hongpu，WANG Jinhua，LIN Jian. Case studies of rock bolting in coal mine roadways[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(4)：649–664.(in Chinese))
[10] 康红普，姜铁明，高富强. 预应力在锚杆支护中的作用[J]. 煤炭学报，2007，32(7)：680–685.(KANG Hongpu，JIANG Tieming，GAO Fuqiang. Effect of pretensioned stress to rock bolting[J]. Journal of China Coal Society，2007，32(7)：680–685.(in Chinese))
[11] 张 农，王 成，高明仕，等. 淮南矿区深部煤巷支护难度分级及控制对策[J]. 岩石力学与工程学报，2009，28(12)：2 421–2 428. (ZHANG Nong，WANG Cheng，GAO Mingshi，et al. Roadway support difficulty classification and controlling techniques for Huainan deep coal mining[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(12)：2 421–2 428.(in Chinese))
[12] 马念杰，赵志强，冯吉成. 困难条件下巷道对接长锚杆支护技术[J]. 煤炭科学技术，2013，41(9)：117–121.(MA Nianjie，ZHAO Zhiqiang，FENG Jicheng. Technology of butt long bolt on roadway supporting in difficult conditions[J]. Coal Science and Technology，2013，41(9)：117–121.(in Chinese))
[13] 马念杰，赵希栋，赵志强，等. 深部采动巷道顶板稳定性分析与控制[J]. 煤炭学报，2015，40(10)：2 287–2 295.(MA Nianjie，ZHAO Xidong，ZHAO Zhiqiang，et al. Stability analysis and control technology of mine roadway roof in deep mining[J]. Journal of China Coal Society，2015，40(10)：2 287–2 295.(in Chinese))
[14] 何满潮，齐 干，程 骋，等. 深部复合顶板煤巷变形破坏机制及耦合支护设计[J]. 岩石力学与工程学报，2007，26(5)：987–993. (HE Manchao，QI Gan，CHENG Cheng，et al. Deformation and damage mechanisms and coupling support design in deep coal roadway with compound roof[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(5)：987–993.(in Chinese))
[15] 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[M]. 北京：科学出版社，2004：52–60.(HE Manchao，SUN Xiaoming. guidelines for support design and construction of soft rock roadway engineering in coal mines of china[M]. Beijing：Science Press，2004：52–60.(in Chinese))
[16] 何满潮，张国锋，王桂莲，等. 深部煤巷底臌控制机制及应用研究[J]. 岩石力学与工程学报，2009，28(增1)：2 593–2 598.(HE Manchao，ZHANG Guofeng，WANG Guilian，et al. Research on mechanism and application to floor heave control of deep gateway[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(Supp.1)：2 593–2 598.(in Chinese))
[17] 辛亚军，勾攀峰，贠东风，等. 大倾角软岩回采巷道围岩失稳特征及支护分析[J]. 采矿与安全工程学报，2012，29(5)：637–643.(XIN Yajun，GOU Panfeng，YUN Dongfeng，et al. Instability characteristics and support analysis on surrounding rock of soft rock gateway in high-pitched seam[J]. Journal of Mining and Safety Engineering，2012，29(5)：637–643.(in Chinese))
[18] 张向东，李庆文，黄开勇，等. 采动影响下大跨度煤巷耦合支护技术研究与应用[J]. 岩石力学与工程学报，2014，33(1)：60–68. (ZHANG Xiangdong，LI Qingwen，HUANG Kaiyong，et al. Study of coupling support for large-span coal roadway under mining dynamic load and its application[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(1)：60–68.(in Chinese))
[19] 何满潮. 中国煤矿软岩巷道支护理论与实践[M]. 徐州：中国矿业大学出版社，1996：35–39.(HE Manchao. Theory and practice of soft rock roadway support in coal mines of China[M]. Xuzhou：China University of Mining and Technology Press，1996：35–39.(in Chinese))
[20] 何满潮. 深部软岩工程的研究进展与挑战[J]. 煤炭学报，2014，39(8)：1 409–1 417.(HE Manchao. Progress and challenges of soft rock engineering in depth[J]. Journal of China Coal Society，2014，39(8)：1 409–1 417.(in Chinese))
[21] 李术才，王 琦，李为腾，等. 深部厚顶煤巷道让压型锚索箱梁支护系统现场试验对比研究[J]. 岩石力学与工程学报，2012，31(4)：656–666.(LI Shucai，WANG Qi，LI Weiteng，et al. Comparative field test study of pressure relief anchor box beam support system in deep thick top coal roadway[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(4)：656–666.(in Chinese))
[22] 王 琦，李术才，李为腾，等. 深部煤巷高强让压型锚索箱梁支护系统研究[J]. 采矿与安全工程学报，2013，30(2)：173–187.(WANG Qi，LI Shucai，LI Weiteng，et al. Research and application of pressure relief anchor box beam support system in deep coal roadway[J]. Journal of Mining and Safety Engineering，2013，30(2)：173–187.(in Chinese))
[23] 王 琦，李术才，李为腾，等. 深部厚顶煤巷道让压型锚索箱梁支护系统布置方式对比研究[J]. 岩土力学，2013，34(3)：842–848. (WANG Qi，LI Shucai，LI Weiteng，et al. Comparative study of arrangement mode of pressure relief anchor cable box beam support system in deep thick top coal roadway[J]. Rock and Soil Mechanics，2013，34(3)：842–848.(in Chinese))
[24] 余伟健，王卫军，张 农，等. 深井煤巷厚层复合顶板整体变形机制及控制[J]. 中国矿业大学学报，2012，41(5)：725–732.(YU Weijian，WANG Weijun，ZHANG Nong，et al. Study of global deformation and control of a thick，layered compound roof in a deep well[J]. Journal of China University of Mining and Technology，2012，41(5)：725–732.(in Chinese))
[25] 余伟健，冯 涛，王卫军，等. 软弱半煤岩巷围岩的变形机制及控制原理与技术[J]. 岩石力学与工程学报，2014，33(4)：658–671. (YU Weijian，FENG Tao，WANG Weijun，et al. Deformation mechanism，control principle and technology of soft half coal rock roadway[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(4)：658–671.(in Chinese))
[26] 何富连，高 峰，孙运江，等. 窄煤柱综放煤巷钢梁桁架非对称支护机理及应用[J]. 煤炭学报，2015，40(10)：2 296–2 302.(HE Fulian，GAO Feng，SUN Yunjiang，et al. Multiple-cable-girder-truss asymmetric support mechanism and its application in the roadway of fully mechanized top coal caving face with narrow coal pillar[J]. Journal of China Coal Society，2015，40(10)：2 296–2 302.(in Chinese))
[27] 肖同强，李怀珍，支光辉. 深部厚顶煤巷道围岩稳定性相似模型试验研究[J]. 煤炭学报，2014，39(6)：1 016–1 022.(XIAO Tongqiang，LI Huaizhen，ZHI Guanghui. Experimental study on similar simulation for surrounding rock stability of deep roadway with thick top coal[J]. Journal of China Coal Society，2014，39(6)：1 016–1 022.(in Chinese))
[28] 靖洪文，李元海，许国安. 深埋巷道围岩稳定性分析与控制技术研究[J]. 岩土力学，2005，26(6)：877–888.(JING Hongwen，LI Yuanhai，XU Guoan. Analysis of surrounding rock stability of deeply buried roadways and study on its control techniques[J]. Rock and Soil Mechanics，2005，26(6)：877–888.(in Chinese))
[29] 张 农，李宝玉，李桂臣，等. 薄层状煤岩体中巷道的不均匀破坏及封闭支护[J]. 采矿与安全工程学报，2013，30(1)：1–6.(ZHANG Nong，LI Baoyu，LI Guichen，et al. Inhomogeneous damage and sealing support of roadways through thin bedded coal-rock crossovers[J]. Journal of Mining and Safety Engineering，2013，30(1)：1–6.(in Chinese))
[30] 张华磊，王连国，秦 昊. 回采巷道片帮机制及控制技术研究[J]. 岩土力学，2012，33(5)：1 462–1 466.(ZHANG Hualei，WANG Lianguo，QIN Hao. Study of spalling mechanism and control techniques of mining roadway[J]. Rock and Soil Mechanics，2012，33(5)：1 462– 1 466.(in Chinese))
[31] 杨本生，贾永丰，孙利辉，等. 高水平应力巷道连续“双壳”治理底臌实验研究[J]. 煤炭学报，2014，39(8)：1 505–1 510.(YANG Bensheng，JIA Yongfeng，SUN Lihui，et al. Experimental research on the continuous“double shell”harnessing floor heave in high horizontal stress roadway[J]. Journal of China Coal Society，2014，39(8)：1 505– 1 510.(in Chinese))
[32] 臧德胜，韦 潞. 钢管混凝土支架的研究和实验室试验[J]. 建井技术，2001，(6)：25–28.(ZANG Desheng，WEI Lu. Research and laboratory test of concrete filled steel tube support[J]. Mine Construction Technology，2001，(6)：25–28.(in Chinese))
[33] 臧德胜，李安琴. 钢管砼支架的工程应用研究[J]. 岩土工程学报，2001，23(3)：342–344.(ZANG Desheng，LI Anqin. Study on engineering application of concrete-filled steel tube support[J]. Chinese Journal of Geotechnical Engineering，2001，23(3)：342–344.(in Chinese))
[34] 王 强. 软岩巷道中钢管混凝土支护结构试验研究及应用[C]// 中国岩石力学与工程学会. 岩石力学与工程的创新和实践：第十一次全国岩石力学与工程学术大会论文集. 北京：中国岩石力学与工程学会，2010：5.(WANG Qiang. Experimental study and application of concrete filled steel tube support structure in soft rock roadway[C]// Chinese Society of Rock Mechanics and Engineering. Innovation and practice of rock mechanics and engineering：Papers of the 11th National Conference on Rock Mechanics and Engineering. Beijing：Chinese Society of Rock Mechanics and Engineering，2010：5.(in Chinese))
[35] 王 波，高延法，马鹏鹏. 基于弹性变形理论的钢管混凝土短柱承载力计算理论研究[J]. 固体力学学报，2011，32(增1)：406–411. (WANG Bo，GAO Yanfa，MA Pengpeng. discussion on the capacity theory calculation of the concrete filled steel tubular stub column based on elastic deformation theory[J]. Chinese Journal of Solid Mechanics，2011，32(Supp.1)：406–411.(in Chinese))
[36] 黄万朋. 深井巷道非对称变形机理与围岩流变及扰动变形控制研究[博士学位论文][D]. 北京：中国矿业大学(北京)，2012.(HUANG Wanpeng. Analysis on the laws of deep tunnel’s asymmetric deformation and control technology of surrounding rock?s rheological and disturbed deformation[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology(Beijing)，2012.(in Chinese))
[37] 王 军，高延法，何晓升，等. 沿空留巷巷旁支护参数分析与钢管混凝土墩柱支护技术研究[J]. 采矿与安全工程学报，2015，32(6)：943–949.(WANG Jun，GAO Yanfa，HE Xiaosheng，et al. The analysis of roadside supporting parameters and the support technology in the concrete filled steel tubular column in goaf-side entry retaining[J]. Journal of Mining and Safety Engineering，2015，32(6)：943–949.(in Chinese))
[38] 黄万朋，高延法，文志杰，等. 钢管混凝土支柱巷旁支护沿空留巷技术研究[J]. 中国矿业大学学报，2015，44(4)：604–611.(HUANG Wanpeng，GAO Yanfa，WEN Zhijie，et al. Technology of gob-side entry retaining using concrete-filled steel tubular column as roadside supporting[J]. Journal of China University of Mining and Technology，2015，44(4)：604–611.(in Chinese))
[39] 王 军. 钢管混凝土圆弧拱的抗弯力学性能实验研究与工程应用[博士学位论文][D]. 北京：中国矿业大学(北京)，2014.(WANG Jun. Research on mechanics properties of anti-bending for concrete filled steel tube circular arch and its application[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology(Beijing)，2014.(in Chinese))
[40] 曲广龙. 钢管混凝土支架结构抗弯性能研究及应用[博士学位论文][D]. 北京：中国矿业大学(北京)，2013.(QU Guanglong. Research on flexural performance of concrete-filled steel tubular support and its application[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology(Beijing)，2013.(in Chinese))
[41] 刘国磊. 钢管混凝土支架性能与软岩巷道承压环强化支护理论研究[博士学位论文][D]. 北京：中国矿业大学(北京)，2013.(LIU Guolei. Research on steel tube confined concrete support capability and soft rock roadway compression ring strengthening supporting theory[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology(Beijing)，2013.(in Chinese))
[42] 王 波. 软岩巷道变形机理分析与钢管混凝土支架支护技术研究[博士学位论文][D]. 北京：中国矿业大学(北京)，2009.(WANG Bo. Analysis on the laws of tunnel deformation in soft rock and the supporting technology of concrete-filled steel tube support[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology (Beijing)，2009.(in Chinese))
[43] 李学彬. 钢管混凝土支架强度与巷道承压环强化支护理论研究[博士学位论文][D]. 北京：中国矿业大学(北京)，2012.(LI Xuebin. Steel tube confined concrete strength and the roadway compression ring enhanced support theory[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology(Beijing)，2012.(in Chinese))
[44] 高延法，王 波，王 军，等. 深井软岩巷道钢管混凝土支护结构性能试验及应用[J]. 岩石力学与工程学报，2010，29(增1)：2 604–2 609. (GAO Yanfa，WANG Bo，WANG Jun，et al. Test on structural property and application of concrete-filled steel tube support of deep mine and soft rock roadway[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(Supp.1)：2 604–2 609.(in Chinese))
[45] 王 亮. 鲁村煤矿深井软岩井底车场钢管混凝土支架支护方案研究[博士学位论文][D]. 北京：中国矿业大学，2012.(WANG Liang. Study on supporting scheme of concrete filled steel tube support in deep soft rock bottom yard of Lucun coal mine[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology(Beijing)，2012.(in Chinese))
[46] 张长福. 动压软岩巷道钢管混凝土支架支护性能与经济效益分析[博士学位论文][D]. 北京：中国矿业大学，2009.(ZHANG Changfu. Supporting performance and economic benefit analysis of concrete filled steel tube supports in dynamic compression soft rock roadway[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology(Beijing)，2009.(in Chinese))
[47] 王 强. 钢管混凝土支架力学性能试验研究[博士学位论文][D]. 淮南：安徽理工大学，2006.(WANG Qiang. Concrete filled steel tube support mechanics performance experimental study[Ph. D. Thesis][D]. Huainan：Anhui University of Science and Technology，2006.(in Chinese))
[48] 李学彬，高延法，黄万朋，等. 动压软岩巷道钢管混凝土支架支护围岩稳定性分析[J]. 科技导报，2012，30(16)：42–47.(LI Xuebin，GAO Yanfa，HUANG Wanpeng，et al. Analysis on surrounding rock stability of soft rock roadway supported by steel tube confined concrete supports during mine dynamic pressure[J]. Science and Technology Review，2012，30(16)：42–47.(in Chinese))
[49] 谷拴成，史向东. 钢管混凝土拱架在煤矿软岩巷道中的应用研究[J]. 建筑结构学报，2013，34(增1)：359–364.(GU Shuancheng，SHI Xiangdong. Study of application of concrete-filled steel tube arch in soft rock roadway[J]. Journal of Building Structures，2013，34(Supp.1)：359–364.(in Chinese))
[50] 何晓升. 压弯状态下钢管混凝土圆弧拱的工作机理与应用研究[博士学位论文][D]. 北京：中国矿业大学，2016.(HE Xiaosheng. Research on application and behavior of concrete-filled steel tubes arch under bending state[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology(Beijing)，2016.(in Chinese))
[51] 高延法，何晓升，陈冰慧，等. 特厚富水软岩巷道钢管混凝土支架支护技术研究[J]. 煤炭科学技术，2016，44(1)：84–89.(GAO Yanfa，HE Xiaosheng，CHEN Binghui，et al. Study on support technology of concrete- filled steel tubular in roadway with huge thick and rich water soft rock[J]. Coal Science and Technology，2016，44(1)：84–89.(in Chinese))
[52] 孙会彬，李术才，王 琦，等. 大断面隧道装配式约束混凝土施工体系研究与应用[J]. 中国公路学报，2018，31(10)：320–327.(SUN Huibin，LI Shucai，WANG Qi，et al. Research and application of fabricated confined concrete construction system for large cross section tunnel[J]. China Journal of Highway and Transport，2018，31(10)：320–327.(in Chinese))
[53] 刘珂铭. 钢管混凝土圆弧拱压弯性能试验与支护应用[博士学位论文][D]. 北京：中国矿业大学，2016.(LIU Keming. Compressed and bending performance experiment of concrete filled steel tube circular arch and supporting application[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology(Beijing)，2016.(in Chinese))
[54] 杨仁树，李永亮，王茂盛，等. 预应力锚索剪切力学特性试验研究[J]. 中国矿业大学学报，2018，47(6)：1 166–1 174.(YANG Renshu，LI Yongliang，WANG Maosheng，et al. Experimental study of shear mechanical properties of prestressed cable bolts[J]. Journal of China University of Mining and Technology，2018，47(6)：1 166–1 174.(in Chinese))
[55] WINDSOR C R，THOMPSON A G. Rock reinforcement-technology，testing，design and evaluation[J]. Comprehensive Rock Engineering，1993，(4)：451–484.
[56] BARCZAK T M，ESTERHUIZEN G S，DOLINAR D R. Evaluation of the impact of standing support on ground behavior in longwall tailgates[C]// Proceedings of the 24th International Conference on Ground Control in Mining. [S. l.]：[s. n.]，2005：23–32.
[57] MARK C，PAPPAS D M，BARCZAK T M. Current trends in reducing ground fall accidents in US coal mines[J]. Mining Engineering，2011，63(1)：60–65.
[58] DOLINAR D. Ground and standing support interaction in tailgates of western US longwall mines used in the development of a design methodology based on the ground reaction curve[C]// Proceedings of 22nd international conference on ground control in mining. [S. l.]：[s. n.]，2010：152–160.
[59] GEARHART D F，BATCHLER T J. Aspect ratio and other parameters that affect the performance of Burrell CAN roof supports[C]// Proceedings of the 31st International Conference for Ground Control in Mining. [S. l.]：[s. n.]，2012：9.
[60] SPEARING A J S，GREER B，REILLY M. Improving rockbolt installations in US coal mines[J]. Journal of the Southern African Institute of Mining and Metallurgy，2011，111(8)：555–563.
[61] MARK C. Design of roof bolt systems[C]// New Technology for Coal Mine Roof Support，Proceedings，NIOSH Open Industry Briefing，NIOSH IC. [S. l.]：[s. n.]，2000：111–132.
[62] YOUNG M，WALTON G，HOLLEY E. Investigation of factors influencing roof stability at a Western US longwall coal mine[J]. International Journal of Mining Science and Technology，2019，29(1)：139–143.
[63] XING Y，KULATILAKE P，SANDBAK L A. Rock mass stability investigation around tunnels in an underground mine in USA[J]. Geotechnical and Geological Engineering，2017，35(1)：45–67.
[64] XING Y，KULATILAKE P，SANDBAK L A. Investigation of rock mass stability around the tunnels in an underground mine in USA using three-dimensional numerical modeling[J]. Rock Mechanics and Rock Engineering，2018，51(2)：579–597.
[65] ESTERHUIZEN G S，GEARHART D F，TULU I B. Analysis of monitored ground support and rock mass response in a longwall tailgate entry[J]. International Journal of Mining Science and Technology，2018，28(1)：43–51.
[66] ESTERHUIZEN G S，GEARHART D F，KLEMETTI T，et al. Analysis of gateroad stability at two longwall mines based on field monitoring results and numerical model analysis[J]. International Journal of Mining Science and Technology，2019，29(1)：35–43.
[67] ZHANG P，GEARHART D，VAN DYKE M，et al. Ground response to high horizontal stresses during longwall retreat and its implications for longwall headgate support[J]. International Journal of Mining Science and Technology，2019，29(1)：27–33.
[68] FRITH R，REED G，MCKINNON M. Fundamental principles of an effective reinforcing roof bolting strategy in horizontally layered roof strata and areas of potential improvement[J]. International Journal of Mining Science and Technology，2018，28(1)：67–77.
[69] FRITH R，REED G. Coal pillar design when considered a reinforcement problem rather than a suspension problem[J]. International Journal of Mining Science and Technology，2018，28(1)：11–19.
[70] MA S，NEMCIK J，AZIZ N. An analytical model of fully grouted rock bolts subjected to tensile load[J]. Construction and Building Materials，2013，49：519–526.
[71] NEMCIK J，MA S，AZIZ N，et al. Numerical modelling of failure propagation in fully grouted rock bolts subjected to tensile load[J]. International Journal of Rock Mechanics and Mining Sciences，2014，71：293–300.
[72] LI X，NEMCIK J，MIRZAGHORBANALI A，et al. Analytical model of shear behaviour of a fully grouted cable bolt subjected to shearing[J]. International Journal of Rock Mechanics and Mining Sciences，2015，80：31–39.
[73] CAO C，REN T，COOK C，et al. Analytical approach in optimising selection of rebar bolts in preventing rock bolting failure[J]. International Journal of Rock Mechanics and Mining Sciences，2014，72：16–25.
[74] LI D，MASOUMI H，SAYDAM S，et al. A constitutive model for load-displacement performance of modified cable bolts[J]. Tunnelling and Underground Space Technology，2017，68：95–105.
[75] LI D，MASOUMI H，HAGAN P C，et al. Experimental and analytical study on the mechanical behaviour of cable bolts subjected to axial loading and constant normal stiffness[J]. International Journal of Rock Mechanics and Mining Sciences，2019，113：83–91.
[76] LI X，AZIZ N，MIRZAGHORBANALI A，et al. Comparison of the shear test results of a cable bolt on three laboratory test apparatuses[J]. Tunnelling and Underground Space Technology，2017，61：82–89.
[77] MIRZAGHORBANALI A，RASEKH H，AZIZ N，et al. Shear strength properties of cable bolts using a new double shear instrument，experimental study，and numerical simulation[J]. Tunnelling and Underground Space Technology，2017，70：240–253.
[78] RASEKH H，AZIZ N，MIRZA A，et al. Double shear testing of cable bolts with no concrete face contacts[J]. Procedia Engineering，2017，191：1 169–1 177.
[79] LAWRENCE W. A method for the design of longwall gateroad roof support[J]. International Journal of Rock Mechanics and Mining Sciences，2009，46(4)：789–795.
[80] SEEDSMAN R W. Implementing a suspension design for coal mine roadway support[C]// 14th Coal Operators' Conference. [S. l.]：[s. n.]，2014：70–81.
[81] SEEDSMAN R W. Practical strength criterion for coal mine roof support design in laminated soft rocks[J]. Mining Technology，2013，122(4)：243–249.
[82] SEEDSMAN R W. The spalling limit in transversely isotropic materials，the prediction of the maximum height of failure，and the design of long-tendon roof support systems[J]. Mining Technology，2018，127(2)：65–74.
[83] SHEN B，KING A，GUO H. Displacement，stress and seismicity in roadway roofs during mining-induced failure[J]. International Journal of Rock Mechanics and Mining Sciences，2008，45(5)：672–688.
[84] BASARIR H，SUN Y，LI G. Gateway stability analysis by global-local modeling approach[J]. International Journal of Rock Mechanics and Mining Sciences，2019，113：31–40.
[85] MO S，TUTUK K，SAYDAM S. Management of floor heave at Bulga underground operations–a case study[J]. International Journal of Mining Science and Technology，2019，29(1)： 73–78..
[86] EIKHOFF J. Streckenvortrieb Streckenvortrieb im deutschen Steinkohlenbergbau[J]. Gluckauf (Essen)，2010，146(9)：406.
[87] COGGAN J，GAO F，STEAD D，et al. Numerical modelling of the effects of weak immediate roof lithology on coal mine roadway stability[J]. International Journal of Coal Geology，2012，90：100–109.
[88] THENEVIN I，BLANCO-MARTíN L，HADJ-HASSEN F，et al. Laboratory pull-out tests on fully grouted rock bolts and cable bolts：Results and lessons learned[J]. Journal of Rock Mechanics and Geotechnical Engineering，2017，9(5)：843–855.
[89] MARTIN L B，TIJANI M，HADJ-HASSEN F. A new analytical solution to the mechanical behaviour of fully grouted rockbolts subjected to pull-out tests[J]. Construction and Building Materials，2011，25(2)：749–755.
[90] MARTíN L B，TIJANI M，HADJ-HASSEN F，et al. Assessment of the bolt-grout interface behaviour of fully grouted rockbolts from laboratory experiments under axial loads[J]. International Journal of Rock Mechanics and Mining Sciences，2013，63：50–61.
[91] PRUSEK S. Modification of parameters in the Hoek-Brown failure criterion for gate road deformation prediction by means of numerical modeling[J]. Glückauf.–2008，2008，9(144)：529–534.
[92] PRUSEK S. Metody prognozowania deformacji chodników przy?cianowych w strefach wp?ywu eksploatacji z zawa?em stropu[M]. [S. l.]：G?ówny Instytut Górnictwa，2008：874–896.
[93] MUTKE G，MASNY W，PRUSEK S. Peak particle velocity as an indicator of the dynamic load exerted on the support of underground workings[J]. Acta Geodynamica et Geomaterialia，2016，13(4)：184.
[94] MAJCHERCZYK T，NIEDBALSKI Z，MA?KOWSKI P. Analysis of yielding steel arch support with rock bolts in mine roadways stability aspect[J]. Archives of Mining Sciences，2014，59(3)：641–654.
[95] RENEV A A，TSIBAEV S S，KALININ S I. The evaluation of negative anthropogenic factors subjection on bolts stability and surrounding massif deformations[C]// 9th China-Russia Symposium" Coal in the 21st Century：Mining，Intelligent Equipment and Environment Protection"(COAL 2018). [S. l.]：Atlantis Press，2018，176：361–366.
[96] GRECHISHKIN P，RAZUMOV E，PETROVA O，et al. Rock deformation behavior near excavations under the influence of high tectonic stress in coal seam V-12，“Severnaya”Mine，JSC “Urgalugol”[C]// E3S Web of Conferences. [S. l.]：EDP Sciences，2017：1–6.
[97] KLISHIN V，OPRUK G，PONIZOV A. Directional hydraulic fracturing application for reduction of rock heaving intensity in the development opening under conditions of sm kirov mine[C]// 9th China-Russia Symposium" Coal in the 21st Century：Mining，Intelligent Equipment and Environment Protection"(COAL 2018). [S. l.]：Atlantis Press，2018：147–150.
[98] TATSIENKO V，LISKOVETS A，SABLIN M. Increase of the Frame Support Yield Load by Full Filling of Behind-Anchoring Space with Grout Material[C]// 9th China-Russia Symposium" Coal in the 21st Century：Mining，Intelligent Equipment and Environment Protection" (COAL 2018). [S. l.]：Atlantis Press，2018，176：164–167.
[99] GILYAZIDINOVA N，RUDKOVSKAYA N，SANTALOVA T. The Research in the Use of Monolithic Concrete for the Mine Construction[C]// 8th Russian-Chinese Symposium“Coal in the 21st Century：Mining，Processing，Safety”. [S. l.]：Atlantis Press，2016：62–65.
[100] KARANAM U M R，DASYAPU S K. Experimental and numerical investigations of stresses in a fully grouted rock bolts[J]. Geotechnical and Geological Engineering，2005，23(3)：297–308.
[101] GOEL R K，SWARUP A，SHEOREY P R. Bolt length requirement in underground openings[J]. International Journal of Rock Mechanics and Mining Sciences，2007，44(5)：802–811.
[102] JAWED M，SINHA R K. Design of rhombus coal pillars and support for Roadway Stability and mechanizing loading of face coal using SDLs in a steeply inclined thin coal seam—a technical feasibility study[J]. Arabian Journal of Geosciences，2018，11(15)：415.
[103] KHALYMENDYK I，BRUI A，BARYSHNIKOV A. Usage of cable bolts for gateroad maintenance in soft rocks[J]. Journal of Sustainable Mining，2014，13(3)：1–6.
[104] KHALYMENDYK I，BARYSHNIKOV A. The mechanism of roadway deformation in conditions of laminated rocks[J]. Journal of Sustainable Mining，2018，17(2)：41–47.
[105] KAISER P K，CAI M. Design of rock support system under rockburst condition[J]. Journal of Rock Mechanics and Geotechnical Engineering，2012，4(3)：215–227.
[106] BAHRANI N，HADJIGEORGIOU J. Explicit reinforcement models for fully-grouted rebar rock bolts[J]. Journal of Rock Mechanics and Geotechnical Engineering，2017，9(2)：267–280.
[107] LI C C，STJERN G，MYRVANG A. A review on the performance of conventional and energy-absorbing rockbolts[J]. Journal of Rock Mechanics and Geotechnical Engineering，2014，6(4)：315–327.
[108] LI C C. Principles of rockbolting design[J]. Journal of Rock Mechanics and Geotechnical Engineering，2017，9(3)：396–414.
[109] SHABANIMASHCOOL M，LI C C. Numerical modelling of longwall mining and stability analysis of the gates in a coal mine[J]. International Journal of Rock Mechanics and Mining Sciences，2012，51：24–34.
[110] 李春林. 岩爆条件和岩爆支护[J]. 岩石力学与工程学报，2019，38(4)：674–682.(LI Chunlin. Rockburst conditions and rockburst support[J]. Chinese Journal of Rock Mechanics and Engineering，2019，38(4)：674–682.(in Chinese))
[111] MAHOUTIAN M，SHEKARCHI M，LIBRE N A. Application of steel fiber reinforced lightweight aggregate concrete in underground mining[J]. Journal of Mining Science，2011，47(5)：606–617.
[112] GHADIMI M，SHAHRIAR K，JALALIFAR H. A new analytical solution for the displacement of fully grouted rock bolt in rock joints and experimental and numerical verifications[J]. Tunnelling and Underground Space Technology，2015，50：143–151.
[113] MAHDEVARI S，SHAHRIAR K，SHARIFZADEH M，et al. Stability prediction of gate roadways in longwall mining using artificial neural networks[J]. Neural Computing and Applications，2017，28(11)：3 537–3 555.
[114] MINH T T. Influence of the stratification in rock mass on the stability of roadways in vietnamese coal mines[J]. International Journal of GEOMATE，2018，15(52)：1–6.
[115] 单仁亮，孔祥松，田 亮. 强帮强角煤巷锚杆支护方法[P]. 中国：CN101915112A，2010–12–15.(SHAN Renliang，KONG Xiangsong，TIAN Liang. The rock bolting method of coal roadway strong sidewall and corner[P]. China：CN101915112A，2010–12–15.(in Chinese))
[116] 单仁亮，孔祥松，陶 宇. 煤巷纵向梁复合式支护方法[P]. 北京：CN103075165A，2013–05–01.(SHAN Renliang，KONG Xiangsong，TAO Yu. Composite support method of longitudinal beam in coal roadway[P]. Beijing：CN103075165A，2013–05–01.(in Chinese))
[117] 单仁亮，陶 宇，孔祥松，等. 能承担横向剪切力的锚管索支护结构[P]. 北京：CN103967509A，2014–08–06.(SHAN Renliang，TAO Yu，KONG Xiangsong. Composite support method of longitudinal beam in coal roadway[P]. Beijing：CN103967509A，2014–08–06. (in Chinese))
[118] 单仁亮，孔祥松，蔚振廷，等. 煤巷强帮支护理论与应用[J]. 岩石力学与工程学报，2013，32(7)：1 304–1 314.(SHAN Renliang，KONG Xiangsong，WEI Zhenting，et al. Theory and application of strong support for coal roadway sidewall[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(7)：1 304–1 314.(in Chinese))
[119] 单仁亮，孔祥松，燕发源，等. 煤巷强帮强角支护技术模型试验研究与应用[J]. 岩石力学与工程学报，2015，34(11)：2 336–2 345. (SHAN Renliang，KONG Xiangsong，YAN Fayuan，et al. Research on sidewall and corner strengthened support for coal roadway by modeling experiments[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(11)：2 336–2 345.(in Chinese))
[120] 孔祥松，单仁亮，剧通达. 煤巷围岩变形破坏机制模型试验研究及工程应用[J]. 采矿与安全工程学报，2017，34(3)：464–471.(KONG Xiangsong，SHAN Renliang，JU Tongda. Model experiment of deformation and failure mechanism of coal roadway surrounding rock and its engineering application[J]. Journal of Mining and Safety Engineering，2017，34(3)：464–471.(in Chinese))
[121] 单仁亮，蔚振廷，孔祥松，等. 松软破碎围岩煤巷强帮强角支护控制技术[J]. 煤炭科学技术，2013，41(11)：25–29.(SHAN Renliang，WEI Zhenting，KONG Xiangsong，et al. Sidewall and corner strengthening support control technology of coal roadway with soft and broken surrounding rock[J]. Coal Science and Technology，2013，41(11)：25–29.(in Chinese))
[122] 单仁亮，黄 博，白 瑶，等. 动压巷道支护物理模型试验装置及方法[P]. 北京：CN105675840A，2016–06–15.(SHAN Renliang，HUANG Bo，BAI Yao，et al. Physical model test device and method of dynamic pressure roadway support[P]. Beijing：CN105675840A，2016–06–15.(in Chinese))
[123] 黄 博. 采空区下近距离动压巷道矿压特征及支护模拟研究[博士学位论文][D]. 北京：中国矿业大学(北京)，2016.(HUANG Bo. Study on ground pressure features and support simulation of dynamic pressure roadway under close range goaf[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology(Beijing)，2016.(in Chinese))
[124] 单仁亮，孔祥松，黄 博. 一种能定位导向的煤巷支护物理模型实验方法[P]. 北京：CN105021421A，2015–11–04.(SHAN Renliang，KONG Xiangsong，HUANG Bo. A physical model test method of coal roadway support with location and guidance[P]. Beijing：CN105021421A，2015–11–04.(in Chinese))
[125] 马念杰，贾安立，马 利，等. 深井煤巷煤帮支护技术研究[J]. 建井技术，2006，27(1)：15–18.(MA Nianjie，JIA Anli，MA Li，et al. Study on coal support technology of deep coal roadway[J]. Mine Construction Technology，2006，27(1)：15–18.(in Chinese))
[126] 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，1995：62–82.(MA Nianjie，HOU Chaojiong. Theory of mine pressure in development roadway and its application[M]. Beijing：China Coal Industry Publishing House，1995：62–82.(in Chinese))
[127] 孔祥松. 山西焦煤煤巷围岩稳定性分类与强帮强角支护技术研究[博士学位论文][D]. 北京：中国矿业大学(北京)，2014.(KONG Xiangsong. Study on coal roadway surrounding rock stability classification and strong sidewall and corner supporting technology in Shanxi Coking Group[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology(Beijing)，2014.(in Chinese))
[128] 李 元，刘 刚，龙景奎. 深部巷道预应力协同支护数值分析[J]. 采矿与安全工程学报，2011，28(2)：204–208.(LI Yuan，LIU Gang，LONG Jingkui. Numerical analysis of theory of pre-stress synergetic support in deep mine roadway[J]. Journal of Mining and Safety Engineering，2011，28(2)：204–208.(in Chinese))
[129] 刘 刚，龙景奎，刘学强，等. 巷道稳定的协同学原理及应用技术[J]. 煤炭学报，2012，37(12)：1 975–1 981.(LIU Gang，LONG Jingkui，LIU Xueqiang，et al. Synergetic principle for roadway stability and its application technique[J]. Journal of China Coal Society，2012，37(12)：1 975–1 981.(in Chinese))
[130] 唐 红，朱晓菲. 巷道锚杆锚索协同支护数值模拟研究[J]. 中国煤炭，2014，40(4)：65–69.(TANG Hong，ZHU Xiaofei. Numerical simulation analysis on collaborative support of bolts and anchor cables in roadway[J]. China Coal，2014，40(4)：65–69.(in Chinese))
[131] 尚 东，郝长胜，孙 明，等. 煤矿巷道锚杆锚索预应力协同支护研究[J]. 煤炭技术，2017，36(1)：119–122.(SHANG Dong，HAO Changsheng，SUN Ming，et al. Research on prestressed coordinate support technology of bolts and cables in mine roadway[J]. Coal Technology，2017，36(1)：119–122.(in Chinese))
[132] 郝长胜，尚 东，孙 明，等. 巷道锚杆锚索预紧力协同支护的研究[J]. 中国煤炭，2016，42(10)：47–50.(HAO Changsheng，SHANG Dong，SUN Ming，et al. Research on cooperating support of anchor bolts and cables with pretightening force for roadway[J]. China Coal，2016，42(10)：47–50.(in Chinese))
[133] 何宗礼，陈高君. 煤矿深部巷道预应力协同支护技术研究[J]. 煤炭科学技术，2013，41(3)：35–38.(HE Zongli，CHEN Gaojun. Study on pre-stressed coordinated support technology of deep mine roadway[J]. Coal Science and Technology，2013，41(3)：35–38.(in Chinese))
[134] 邹永德. 锚杆锚索协同支护技术及实践[J]. 能源技术与管理，2018，43(1)：58–60.(ZOU Yongde. Technology and practice of bolt-cable cooperative support[J]. Energy Technology and Management，2018，43(1)：58–60.(in Chinese))
[135] 左建平，孙运江，王金涛，等. 大断面破碎巷道全空间桁架锚索协同支护研究[J]. 煤炭科学技术，2016，44(3)：1–6.(ZUO Jianping，SUN Yunjiang，WANG Jintao，et al. Study on full space truss and anchor coordinative support of mine large cross-section broken roadway[J]. Coal Science and Technology，2016，44(3)：1–6.(in Chinese))
[136] HIBINO S，MOTOJIMA M. Effects of rock bolting in jointy rocks[C]// ISRM International Symposium. [S. l.]：[S. n.]，1981：1 052–1 062.
[137] 杨立云，杨仁树，马佳辉，等. 大型深部矿井建设模型试验系统研制[J]. 岩石力学与工程学报，2014，33(7)：1 424–1 431.(YANG Liyun，YANG Renshu，MA Jiahui，et al. Development of a model test system for deep mine construction[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(7)：1 424–1 431.(in Chinese))
[138] 李国彪. 干河煤矿大断面巷道围岩稳定性分析及控制技术研究[博士学位论文][D]. 北京：中国矿业大学(北京)，2013.(LI Guobiao. Research on the surrounding rock stability and control techniques of large section roadway in Ganhe coal mine[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology(Beijing)，2013.(in Chinese))
[139] 袁 璞，徐 颖，薛俊华. 锚固支护深部巷道爆破开挖模型试验研究[J]. 岩石力学与工程学报，2016，35(9)：1 830–1 836.(YUAN Pu，XU Ying，XUE Junhua. Model test of anchorage deep tunnel in blasting excavation[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(9)：1 830–1 836.(in Chinese))
[140] 王 琦. 深部厚顶煤巷道围岩破坏控制机理及新型支护系统对比研究[博士学位论文][D]. 山东：山东大学，2012.(WANG Qi. Research on control mechanics of surrounding rock failure in deep roadways with thick top-coal and contrast of new support systems[Ph. D. Thesis][D]. Shandong：Shandong University，2012.(in Chinese))
[141] 康红普，王国法，姜鹏飞，等. 煤矿千米深井围岩控制及智能开采技术构想[J]. 煤炭学报，2018，43(7)：1 789–1 800.(KANG Hongpu，WANG Guofa，JIANG Pengfei，et al. Conception for strata control and intelligent mining technology in deep coal mines with depth more than 1 000 m[J]. Journal of China Coal Society，2018，43(7)：1 789–1 800. (in Chinese))
2019, Vol. 38 
