深部复合地层围岩与TBM的相互作用及安全控制
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摘要
TBM工法因其安全、高效、优质、环保和有利于围岩稳定等优点,将是交通、水利和矿山等重大生命线工程建设的首选工法,而深部复合地层围岩与TBM的相互作用及安全控制是TBM掘进过程中面临的重大基础问题。在回顾研究现状及存在问题的基础上,紧扣围岩与TBM的相互作用及安全控制这一主题,阐明深部复合地层地质条件与力学行为特征、TBM-深部复合地层相互作用与致灾机理、深部复合地层TBM施工安全控制与系统适应性评价决策等关键科学问题。论述围岩与TBM的相互作用机理及安全控制研究思路,并介绍了部分研究进展。最后简述了TBM在煤矿中的应用与发展趋势,可以预见TBM工法将是未来煤矿超千米深部主要巷道建设的必然发展趋势。
TBM construction method,because of its safety,high efficiency,high quality,environmental protection,and conductive to the stability of surrounding rock,etc.,will be the best choice for important lifeline engineering construction,such as traffic,water conservancy and mining. Interaction and safety control between TBM and deep mixed ground is the vital basic research problem in the process of TBM tunnelling. Following a literature review and existing problem,this study discusses the scientific problems associated with interaction mechanism and safety control between TBM and surrounding rock,including the geological conditions and mechanical behavior characteristics of deep mixed ground,interaction between TBM-surrounding rock and disaster-causing mechanism,safety control and system suitability evaluation decision of TBM in tunnelling through deep mixed ground,etc. The scientific ideas for researches on this topic are presented. Part of the research progresses are introduced. At last,application and development of TBM in coal mine are reviewed,TBM method will be the future developing trend in coal over kilometer deep main roadway construction which can be surely predicted.
TBM construction method,because of its safety,high efficiency,high quality,environmental protection,and conductive to the stability of surrounding rock,etc.,will be the best choice for important lifeline engineering construction,such as traffic,water conservancy and mining. Interaction and safety control between TBM and deep mixed ground is the vital basic research problem in the process of TBM tunnelling. Following a literature review and existing problem,this study discusses the scientific problems associated with interaction mechanism and safety control between TBM and surrounding rock,including the geological conditions and mechanical behavior characteristics of deep mixed ground,interaction between TBM-surrounding rock and disaster-causing mechanism,safety control and system suitability evaluation decision of TBM in tunnelling through deep mixed ground,etc. The scientific ideas for researches on this topic are presented. Part of the research progresses are introduced. At last,application and development of TBM in coal mine are reviewed,TBM method will be the future developing trend in coal over kilometer deep main roadway construction which can be surely predicted.
引文
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[9]Gong Q M,Zhao J,Hefny A M.Numerical simulation of rock fragmentation process induced by two TBM cutters and cutter spacing optimization[J].Tunnelling and Underground Space Technology,2006,21(3-4):1-8.
[10]莫振泽,李海波,周青春,等.楔刀作用下岩石微观劣化的试验研究[J].岩土力学,2012,33(5):1333-1340.Mo Zhenze,Li Haibo,Zhou Qingchun,et al.Experimental study of rock microscopic deterioration under wedge cutter[J].Rock and Soil Mechanics,2012,33(5):1333-1340.
[11]张照煌,刘莎莎.盘形滚刀作用下岩石应变计算方法的探讨[J].工程力学,2010,27(1):179-182.Zhang Zhaohuang,Liu Shasha.Calculating method of rock strain loaded by disc cutter[J].Engineering Mechanics,2010,27(1):179-182.
[12]Chang S H,Choi S,Bae G,et al.Performance prediction of TBM disc cutting on granitic rock by the linear cutting test[J].Tunnellling and Underground Space Technology Safety in the Underground Space.,2006,21(3-4):271.
[13]Gertsch R,Gertsch L,Rostami J.Disc cutting tests in Colorado Red Granite:Implications for TBM performance prediction[J].International Journal of Rock Mechanics and Mining Sciences,2007,44(2):238-246.
[14]喻渝.挤压性围岩支护大变形的机理及判定方法[J].世界隧道,1998(1):46-51.Yu Yu.Serious deformation of surrounding rock in squeezing ground[J].World Tunnel,1998(1):46-51.
[15]张祉道.关于挤压性围岩隧道大变形的探讨和研究[J].现代隧道技术,2003,40(2):5-12.Zhang Zhidao.Discussion and study on large deformation of tunnel in squeezing ground[J].Modern Tunnelling Technology,2003,40(2):5-12.
[16]姜云,李永林,李天斌,等.隧道工程围岩大变形类型与机制研究[J].地质灾害与环境保护,2004,15(4):46-51.Jiang Yun,Li Yonglin,Li Tianbin,et al.Study of the classified system of types and mechanism of great distortion in tunnel and underground engineering[J].Journal of Geological Hazards and Environment Preservation,2004,15(4):46-51.
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[18]卢兴利,刘泉声,苏培芳.考虑扩容碎胀特性的岩石本构模型研究与验证[J].岩石力学与工程学报,2013,32(9):1886-1893.Lu Xingli,Liu Quansheng,Su Peifang.Constitutive model of rocks considering dilatancy-bulking behaviour and its calibration[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(9):1886-1893.
[19]李利平,李术才,赵勇,等.超大断面隧道软弱破碎围岩渐进破坏过程三维地质力学模型试验研究[J].岩石力学与工程学报,2012,31(3):550-560.Li Liping,Li Shucai,Zhao Yong,et al.3D geomechanical model for progressive failure progress of weak broken surrounding rock in super large section tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(3):550-560.
[20]陈宗基.地下巷道长期稳定的力学问题[J].岩石力学与工程学报,1982,1(1):1-20.Chen Zongji.Mechanics problems of longterm stability of underground tunnels[J].Rock Mechanics and Engineering,1982,1(1):1-20.
[21]刘高.高地应力区结构性流变围岩稳定性研究[D].成都:成都理工大学,2001.Liu Gao.Stability study on surrounding rock with structural rheology in high stress area[D].Chengdu:Chengdu University of Technology,2001.
[22]孟波,靖洪文,陈坤福,等.软岩巷道围岩剪切滑移破坏机理及控制研究[J].岩土工程学报,2012,34(12):2255-2262.Meng Bo,Jing Hongwen,Chen Kunfu,et al.Shear and slip failure mechanism and control of tunnels with weak surrounding rock[J].Chinese Journal of Geotechnical Engineering,2012,34(12):2255-2262.
[23]尚彦军,史永跃,曾庆利,等.昆明上公山隧道复杂地质条件下TBM卡机及护盾变形问题分析和对策[J].岩石力学与工程学报,2005,24(21):3858-3863.Shang Yanjun,Shi Yongyue,Zeng Qingli,et al.TBM jamming and deformation in complicated geological conditions and engineering measures[J].Chinese Journal of Geotechnical Engineering,2005,24(21):3858-3863.
[24]温森,徐卫亚.深埋隧洞TBM卡机事故风险分析[J].长江科学院院报,2008,25(5):135-138.Wen Sen,Xu Weiya.Risk Analysis on TBM jamming in deep buried tunnel[J].Journal of Yangtze River Scientific Research Institute,2008,25(5):135-138.
[25]Lano R J.The N2 chart.System and software requirements engineering[A].IEEE Computer Society Press[C].Washington,1990:244-271.
[26]Schubert W.TBM excavation of tunnels in squeezing rock[A].Lo scavo meccanizzato delle gallerie,mir2000—VIII ciclo diconferenze dimeccanica eingegneria delle rocce[C].Torino,Pa`tron Editore Bologna,2000:355-364.
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