盾构扩挖修建地铁车站引起地层移动规律研究
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摘要
盾构先行贯通车站行车隧道的条件下,结合明挖法或暗挖法建造地铁车站。这是一个具有重要现实意义和非常紧迫的课题,在我国将有着广阔的应用前景。目前,国内关于盾构法隧道基础上扩挖地铁车站(简称“先隧后站法”)所引起的地层移动规律的研究较少,围绕该新型工法,本文以广州地铁六号线东山口站为工程背景,主要进行了以下几个方面的研究工作：
(1)分析国内外研究现状,简要阐述了“先隧后站”的施工方法以及在国内外的应用情况,以及隧道开挖引起地层移动在国内外的研究现状,为本文接下来的研究提供必须的理论基础。
(2)得到了“先隧后站”法施工引起的地层移动规律,包括地层垂直位移(横向沉降和纵向沉降)、地层水平位移和纵向位移,并重点分析其对地层扰动范围、影响程度,以及当地层条件变化时(Ⅳ级围岩、Ⅴ级围岩和Ⅵ级围岩)盾构和扩挖这两个施工过程对地层扰动范围、影响程度。
(3)以东山口站上方建筑物为工程背景,研究地面建筑对地层移动的响应规律,和地层移动对地面建筑物变形影响,深入分析了隧道-土-建筑物相互作用,并得到了建筑物下影响地层移动两个参数(隧道埋深H和隧道与建筑物水平距离L)对地层移动的具体影响。
(4)通过大量数值模拟对“先隧后站”法施工的四种预加固工法进行优化,并最终提出最优预加固工法,从而对现场施工起到指导作用。
(5)对大量现场监测数据进行分析研究,得出地面沉降、隧道净空收敛和拱顶下沉规律,验证了第三章、第四章和第五章的数值模拟结果,并通过回归分析,得到了隧道净空收敛和拱顶下沉的回归方程,以预测最终收敛值和拱顶下沉值,从而得到施作二衬的合理时间。
本文的研究成果对城市繁华地区采取“先隧后站”法修建地铁车站具有工程借鉴价值,有利于我国地铁车站和区间隧道建设经验的积累和整体建设技术的提高,且通过提高盾构一次推进距离使盾构掘进产生规模效益,满足我国目前地下铁道建设蓬勃发展的要求,具有重大社会、经济和环境意义。
Combining with open-cut method or subsurface excavation method,subway station is built after the station passenger tunnel is perforated by shield tunneling. This is a very important and urgent research problem and has a wide application prospect in china. At the present, there is little research about ground movement law due to construction schemes of metro station driven with enlarging shield tunnels.Centering on the new construction method, the thesis takes Dongshankou station in Guangzhou as background and carried on the following research:
(1) Analysing the research staturs of the home and abroad,the application of construction schemes of metro station driven with enlarging shield tunnels are introduced briefly, which provides the necessary theoretical basis for the following research.
(2) Ground movement laws due to construction of metro station driven with enlarging shield tunnels are obtained, including stratum settlement (horizontal and vertical settlement), horizontal displacement and longitudinal displacement.meanwhile, influence degree caused by shield excavation and enlarging construction are selective analyzed, and when formation conditions change(such as IV grade surrounding rock、Ⅴgrade surrounding rock andⅥgrade surrounding rock), what these laws are.
(3) Taking the building which is located at the top of Dongshankou station as the engineering background, response law which surface structure acts on the ground and building deformation affected by ground movement are studied.Then,the interaction of building-soil-tunnel is analyse in depth, and got the Specific impact of two parameters(Tunnel depth:H; Horizontal distance between the tunnel and the building:L) on ground movement.
(4) The four pre-reinforcement construction methods of construction of metro station driven with enlarging shield tunnels are optimized though large numbers of numerical simulation, and the optimum re-reinforcement construction method is proposed.
(5) Ground settlement, convergence of tunnel construction gauge and vault crown settlement laws are obtained through analysis of large numbers of on-site monitoring datas. Meanwhile, these datas verified the numerical simulation results of chapter 3,4 and 5. Then, regression equations of convergence of tunnel construction gauge and vault crown settlement are obtained through regression analysis. As a result, the final convergence value and the vault subsidence are predicted and reasonable supporting time of second lining is gained.
Research results of this thesis can be used in bustling urban areas which adopt this construction method, and favored the accumulation of experience of the construction of metro station and running tunnel.Moreover, scale merit of shield driving are created through increasing promoting distance of shield tunneling, which can satisfied the proliferation of subway construction and has major social. All these research results will have significant economic and environmental significance.
(1)分析国内外研究现状,简要阐述了“先隧后站”的施工方法以及在国内外的应用情况,以及隧道开挖引起地层移动在国内外的研究现状,为本文接下来的研究提供必须的理论基础。
(2)得到了“先隧后站”法施工引起的地层移动规律,包括地层垂直位移(横向沉降和纵向沉降)、地层水平位移和纵向位移,并重点分析其对地层扰动范围、影响程度,以及当地层条件变化时(Ⅳ级围岩、Ⅴ级围岩和Ⅵ级围岩)盾构和扩挖这两个施工过程对地层扰动范围、影响程度。
(3)以东山口站上方建筑物为工程背景,研究地面建筑对地层移动的响应规律,和地层移动对地面建筑物变形影响,深入分析了隧道-土-建筑物相互作用,并得到了建筑物下影响地层移动两个参数(隧道埋深H和隧道与建筑物水平距离L)对地层移动的具体影响。
(4)通过大量数值模拟对“先隧后站”法施工的四种预加固工法进行优化,并最终提出最优预加固工法,从而对现场施工起到指导作用。
(5)对大量现场监测数据进行分析研究,得出地面沉降、隧道净空收敛和拱顶下沉规律,验证了第三章、第四章和第五章的数值模拟结果,并通过回归分析,得到了隧道净空收敛和拱顶下沉的回归方程,以预测最终收敛值和拱顶下沉值,从而得到施作二衬的合理时间。
本文的研究成果对城市繁华地区采取“先隧后站”法修建地铁车站具有工程借鉴价值,有利于我国地铁车站和区间隧道建设经验的积累和整体建设技术的提高,且通过提高盾构一次推进距离使盾构掘进产生规模效益,满足我国目前地下铁道建设蓬勃发展的要求,具有重大社会、经济和环境意义。
Combining with open-cut method or subsurface excavation method,subway station is built after the station passenger tunnel is perforated by shield tunneling. This is a very important and urgent research problem and has a wide application prospect in china. At the present, there is little research about ground movement law due to construction schemes of metro station driven with enlarging shield tunnels.Centering on the new construction method, the thesis takes Dongshankou station in Guangzhou as background and carried on the following research:
(1) Analysing the research staturs of the home and abroad,the application of construction schemes of metro station driven with enlarging shield tunnels are introduced briefly, which provides the necessary theoretical basis for the following research.
(2) Ground movement laws due to construction of metro station driven with enlarging shield tunnels are obtained, including stratum settlement (horizontal and vertical settlement), horizontal displacement and longitudinal displacement.meanwhile, influence degree caused by shield excavation and enlarging construction are selective analyzed, and when formation conditions change(such as IV grade surrounding rock、Ⅴgrade surrounding rock andⅥgrade surrounding rock), what these laws are.
(3) Taking the building which is located at the top of Dongshankou station as the engineering background, response law which surface structure acts on the ground and building deformation affected by ground movement are studied.Then,the interaction of building-soil-tunnel is analyse in depth, and got the Specific impact of two parameters(Tunnel depth:H; Horizontal distance between the tunnel and the building:L) on ground movement.
(4) The four pre-reinforcement construction methods of construction of metro station driven with enlarging shield tunnels are optimized though large numbers of numerical simulation, and the optimum re-reinforcement construction method is proposed.
(5) Ground settlement, convergence of tunnel construction gauge and vault crown settlement laws are obtained through analysis of large numbers of on-site monitoring datas. Meanwhile, these datas verified the numerical simulation results of chapter 3,4 and 5. Then, regression equations of convergence of tunnel construction gauge and vault crown settlement are obtained through regression analysis. As a result, the final convergence value and the vault subsidence are predicted and reasonable supporting time of second lining is gained.
Research results of this thesis can be used in bustling urban areas which adopt this construction method, and favored the accumulation of experience of the construction of metro station and running tunnel.Moreover, scale merit of shield driving are created through increasing promoting distance of shield tunneling, which can satisfied the proliferation of subway construction and has major social. All these research results will have significant economic and environmental significance.
引文
[1]尹旅超,朱振宏,李玉珍等编译.[D].日本隧道盾构新技术.湖北：华中理工大学出版社,1999
[2]李围、何川等.地铁车站盾构法综合法技术在我国的应用前景探讨[J].中国土木工程学会地下工程学会地下铁道专业委员会第十四届年会,北京,2001年.中国科学技术出版社
[3]许世伟.盾构扩挖修建地铁车站施工方案研究[D].北京交通大学硕士学位论文。2007
[4]李围.配合盾构法修建地铁车站的方案研究[D].西南交通大学硕士学位论文.2003
[5]路美丽,刘维宁,孙晓静.盾构法、暗挖法结合修建地铁车站在我国的应用前景[J].都市快轨交通,2004,17(2)：30-33
[6]李围.结合盾构法修建地铁车站的方案研究[J]中国土木工程学会地下工程学会第十二届年会,重庆,2002年.中铁西南科学研究院出版社
[7]何川,丁建隆,李围.配合盾构法修建地铁车站技术方案[J].西南交通大学学报,2005,40(3)：293-297
[8]张海波.配合盾构法修建三条平行隧道地铁车站的力学行为研究.[D].成都：西南交通大学硕士学位论文.2007
[9]先明其,译.用三心圆多工作面盾构施工法修建地下车站[[J].隧道译丛,1992(9)：50-57.
[10]J.T. Edwards. Civil Engineering for underground Rail Transport [M]. Botter-worths,1990.
[11]施仲衡,张弥,王新杰,沈子钧编.地下铁道的设计与施工[M].西安：陕西科学技术出版社.1997.
[12]李太惠,译.地铁站新结构的快速施工法[J].地铁与轻轨,1992(1)：33-35
[13]洪代玲,译.莫斯科深埋地铁车站的设计[J].隧道及地下工程,2000(1)：33-39.
[14]李太惠,译.用盾构连续开挖隧道后建筑浅埋地铁车站[J].地铁与轻轨,1994(4)：45-46.
[15]勿拉索夫C.H.,阿力克山德罗夫B.H.,库拉金H.H.著.钱七虎,戚承志.译.俄罗斯地下铁道建设精要[M].北京：中国铁道出版社,2002.
[16]LS.Frolov, LE.Krouk. A new concet of building subway shallow lines.Proceeding of the world tunnel congress'98 on tunnels and metropolises, volume 1,145148.
[17]魏康林,朱伟,黄红女.盾构隧道施工技术发展新动向[[J].河海大学学 报.2001.29(增刊)：157161.
[18]朱伟,陈仁俊.盾构隧道应用前景和发展方向[J].岩土工程界,2002,5(1)：1820.
[19]Hiroshi Dobashi. Design and Constructing of Enlarging Shield Tunnel Sections of Large Dimensional Shield Tunnels for the on-open-cut Tunneling and Underground Space Technology.2006.Vol.21.
[20]Ito T,Histake M.Surface displacements caused by tunnle driving in anstropic vicecoelastic ground[c].4th International Confrence Rock Machanics,1979,Vol 1:677-684.
[21]Lee K M, Rowe R K. Finite element modeling of the three-dimensional ground deformations due to tunneling in soft cohesive soils:part Ⅰ-method of analysis [J].Computers and Geotechnics,1990, Vol 10:87-109.
[22]Lee K M, Rowe R K. Finite element modeling of the three-dimensional ground deformations due to tunneling in soft cohesive soils:part Ⅱ-results[J]. Computers and Geotechnics,1990, Vol 10:111-138.
[23]Lee K M, Rowe R K. An analysis of three-dimensional ground movements:the Thunder Bay tunnel [J]. Canadian Geotechnical Journal, Vol 28:25-41.
,[24] Rowe R K, Lee K M. An evaluation of simplified techniques for estimating three-dimentional undrained ground movements due to tunneling in soft soils [J].Canadian Geotechnical Journal 1992, Vol 29:39-52.
[25]Melis M., Medina L.,Rodriguez J.M. Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extention[J]. Canadian Geotechnical Journal, 2002, Vol 39:1273-1286
[26]Melis Mayanar M., Rodriguez L.M. Predicted versus mesured soil movement induced by shield tunneling in the Madrid Metro extention [J]. Canadian Geotechnical Journal, 2005, Vol 42:1160-1172
[27]孙建华,候学渊.松散地层浅埋隧道基于地表下沉的反分析理论[J].隧道建设,1991，1：16-27
[28]徐方京.软土盾构隧道理论与实践浅析[J].同济大学学报,1999,3：24-27
[29]易宏伟.盾构法施工中土体扰动的静力触探试验研究[J].1999，16(2)：39-43
[30]朱合华,丁文其等,盾构隧道施工过程模拟分析[J].岩石力学与工程学报,1999，18：860-864
[31]孙 均,袁金荣.盾构施工扰动与地层移动及其智能神经网络预测[J].岩土工程学报,2001,23(3)：261-267
[32]陶龙光等：盾构过地铁站施工对地表沉降影响的数值模拟[J].中国矿业大学学 报,2003,32(3)：236-240
[33]李曙光,方理刚,赵 丹.盾构法地铁隧道施工引起的地表变形分析[J].中国铁道科学,2006,27(3)：87-94
[34]Peck R B. Deep Excavations and Tunneling in Soft Ground [A]. Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering [C]. Mexico City:[s.n],1969:225-290.
[35]Proceedings of the 1993 Rapid Excavation and Tunneling Conference, Jun 13-17 1993, Boston, MA, USA Sponsor:American Institute of Mining, Metallurgical and Petroleum Engineers; ASCE
[36]Attewell, P.B, Glossop, N.H. and Farmer, I, W. (1978) Ground deformations caused by tunnelling in soil [J]. Ground Engineering, Vol 15, No.8,32-41
[37]Rankin, W.J. (1988) Ground movement resulting from urban tunnelling:predictions and effects.Engineering geology of underground movements. Proc. of the 23rd annual conf of the eng. group ofthe Geological Society held at Nottingham University. Bell et al eds.79-92
[38]Mair, R.J., Taylor, R.N., and Bracegirdle, A. (1993) Subsurface settlement profiles above tunnels in clays. Geotechnique.43. No.2,315-320.
[39]刘建航,候学渊.盾构法隧道[M].中国铁道出版社.1991
[40]候学渊.软土盾构隧道的沉降分析[J].中国土木工程学会隧道及地下工程学会第七届年会讨论会论文集(下).1992
[41]宋克志,王梦恕,孙谋.基于Peck公式的盾构隧道地表沉降的可靠性分析[J].北方交通大学学报,2004,28(4)：30-33
[42]方勇.土压平衡式盾构掘进过程对地层的影响与控制[D].成都.西南交通大学.2007
[43]阳军生,刘宝琛.挤压式盾构隧道施工引起的地表移动及变形[J].岩土力学,1998，19(4)：10-13
[44]阳军生,刘宝琛.城市隧道施工引起的地表移动及变形[M].北京：中国铁道出版社.2002.
[45]施成华,彭立敏,刘宝琛.浅埋隧道施工引起的纵向地层移动与变形[J].中国铁道科学,2003,24(4)：87-91
[46]朱忠隆,张庆贺,易宏传.软土隧道纵向地表沉降的随机预测方法[J].岩土力学,2001,22(1)：56-59
[47]刘波,陶龙光,叶圣国.地铁隧道施工引起地层变形的反分析预测系统[J].中国矿业大学学报.2004,33(3)：277-282
[48]Shimada, T. et al.隧道开挖引起地表下沉模型试验.隧道译层,1983(5)：38-41
[49]高波.浅埋暗挖地铁车站及区间隧道优化问题研究[J].四川建筑,1996，16(2)：30-32
[50]王明年,李志业,关宝树.3孔小间距浅埋暗挖隧道地表沉降控制技术研究[J].岩土力学,2002,23(6)：821-824
[51]林刚,何川.连拱隧道施工全过程地层沉降三维数值模拟[J].公路,2004,3(3)：136-140
[52]路美丽.盾构先行条件下拓展地铁车站的方案研究及风险分析[D].北京.北京交通大学.2007
[53]琚国权.大跨度地铁车站施工力学及地表沉降控制研究[D].成都.西南交通大学.2007
[54]李斌,漆泰岳,旷文涛.新意法在浏阳河隧道设计参数中应用.[J].现代隧道计算2009,4(6)：83-89
[55]Guttler U, Stoffers, U. (1988) Investigation of the deformation and collapse behaviour of circular lined tunnels in centrifuge model tests. Centrifuges in Soil Mechanics.Rotterdam, Balkema,183-186
[56]Imamura, S., Hagiwara T., et al. (1998) Settlement trough above a model shield observed in a centrifuge.Centrifuge 98,713-719
[57]Grant, R.J. and Taylor, R.N. (1996) Centrifuge modelling of ground movements due to tunnelling inayered ground. Proc. International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, London, (eds. R.J. Mair and R.N. Taylor) Balkema.507-512
[58]Wu, B.R., Chiou, S.Y, Lee, C.J. et al (1998) Soil movements around parallel tunnels in soft ground.Centrifuge 98, Tokyo.739-744
[59]Hagiwara, T., Grant, R.J., Calvello, M. and Taylor, R.N. (1999) The effect of overlying strata on the distribution of ground movements induced by tunnelling in clay. Soils and Foundations. Japanese Geotechnical society. Vol 39.No.3.63-73
[60]周顺华.城市地铁车站和开挖环境模拟[D].成都：西南交通大学,1996.71-86
[61]周小文,淮家骆.砂土中隧洞开挖引起的地面沉降试验研究[J].岩土力学,2002,23(5)：559-563
[62]姚燕明,杨龙才,刘建国.地铁车站施工对地面沉降影响的试验分析[J].城市轨道交通研究.2002(1)：70-73
[63]孙 钧,袁金荣.盾构施工扰动与地层移动及其智能神经网络预测[J].岩土工程学报.2001,23(3)：261-266
[64]王穗辉,潘国荣.人工神经网络在隧道地表变形预测中的应用,同济大学学报 [J].2001,29(10)：1147-1151
[65]高永强,边亦海,李立增.人工神经网络在隧道变形预测中的应用.石家庄铁路工程职业技术学院学报[J].2004，3(1)：28-31
[66]刘维宁,张弥,邝名明.城市地下工程环境影响的控制理论及其应用.土木工程学报[J].1997,30(5)：66-75
[67]白李妍,张弥.隧道工程环境影响的动态优化控制.岩石力学与工程学报[J].2002,21(3)：393-39
[68]吴波,高波,蒋正华等.地铁隧道施工对地表沉降影响的优化控制分析.现代隧道技术[J].2003,40(3)：42-46
[69]王铁生,张利平,华锡生.地铁隧道施工变形预测研究综述.水利水电科技进展[J].2003,23(5)：.62-65
[70]潘国荣,王穗辉,刘大杰.预测地铁施工中地表变形的动态系统方法,同济大学学报[J].2001,29(3)：294-298
[71]张顶立,黄俊.深圳地铁浅埋暗挖隧道地层变形分析.中国矿业大学报.[J].2004,33(5)：578-583
[72]吴波.复杂条件下城市地铁隧道施工地表沉降研究[D].成都：西南交通大学,2003
[2]李围、何川等.地铁车站盾构法综合法技术在我国的应用前景探讨[J].中国土木工程学会地下工程学会地下铁道专业委员会第十四届年会,北京,2001年.中国科学技术出版社
[3]许世伟.盾构扩挖修建地铁车站施工方案研究[D].北京交通大学硕士学位论文。2007
[4]李围.配合盾构法修建地铁车站的方案研究[D].西南交通大学硕士学位论文.2003
[5]路美丽,刘维宁,孙晓静.盾构法、暗挖法结合修建地铁车站在我国的应用前景[J].都市快轨交通,2004,17(2)：30-33
[6]李围.结合盾构法修建地铁车站的方案研究[J]中国土木工程学会地下工程学会第十二届年会,重庆,2002年.中铁西南科学研究院出版社
[7]何川,丁建隆,李围.配合盾构法修建地铁车站技术方案[J].西南交通大学学报,2005,40(3)：293-297
[8]张海波.配合盾构法修建三条平行隧道地铁车站的力学行为研究.[D].成都：西南交通大学硕士学位论文.2007
[9]先明其,译.用三心圆多工作面盾构施工法修建地下车站[[J].隧道译丛,1992(9)：50-57.
[10]J.T. Edwards. Civil Engineering for underground Rail Transport [M]. Botter-worths,1990.
[11]施仲衡,张弥,王新杰,沈子钧编.地下铁道的设计与施工[M].西安：陕西科学技术出版社.1997.
[12]李太惠,译.地铁站新结构的快速施工法[J].地铁与轻轨,1992(1)：33-35
[13]洪代玲,译.莫斯科深埋地铁车站的设计[J].隧道及地下工程,2000(1)：33-39.
[14]李太惠,译.用盾构连续开挖隧道后建筑浅埋地铁车站[J].地铁与轻轨,1994(4)：45-46.
[15]勿拉索夫C.H.,阿力克山德罗夫B.H.,库拉金H.H.著.钱七虎,戚承志.译.俄罗斯地下铁道建设精要[M].北京：中国铁道出版社,2002.
[16]LS.Frolov, LE.Krouk. A new concet of building subway shallow lines.Proceeding of the world tunnel congress'98 on tunnels and metropolises, volume 1,145148.
[17]魏康林,朱伟,黄红女.盾构隧道施工技术发展新动向[[J].河海大学学 报.2001.29(增刊)：157161.
[18]朱伟,陈仁俊.盾构隧道应用前景和发展方向[J].岩土工程界,2002,5(1)：1820.
[19]Hiroshi Dobashi. Design and Constructing of Enlarging Shield Tunnel Sections of Large Dimensional Shield Tunnels for the on-open-cut Tunneling and Underground Space Technology.2006.Vol.21.
[20]Ito T,Histake M.Surface displacements caused by tunnle driving in anstropic vicecoelastic ground[c].4th International Confrence Rock Machanics,1979,Vol 1:677-684.
[21]Lee K M, Rowe R K. Finite element modeling of the three-dimensional ground deformations due to tunneling in soft cohesive soils:part Ⅰ-method of analysis [J].Computers and Geotechnics,1990, Vol 10:87-109.
[22]Lee K M, Rowe R K. Finite element modeling of the three-dimensional ground deformations due to tunneling in soft cohesive soils:part Ⅱ-results[J]. Computers and Geotechnics,1990, Vol 10:111-138.
[23]Lee K M, Rowe R K. An analysis of three-dimensional ground movements:the Thunder Bay tunnel [J]. Canadian Geotechnical Journal, Vol 28:25-41.
,[24] Rowe R K, Lee K M. An evaluation of simplified techniques for estimating three-dimentional undrained ground movements due to tunneling in soft soils [J].Canadian Geotechnical Journal 1992, Vol 29:39-52.
[25]Melis M., Medina L.,Rodriguez J.M. Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extention[J]. Canadian Geotechnical Journal, 2002, Vol 39:1273-1286
[26]Melis Mayanar M., Rodriguez L.M. Predicted versus mesured soil movement induced by shield tunneling in the Madrid Metro extention [J]. Canadian Geotechnical Journal, 2005, Vol 42:1160-1172
[27]孙建华,候学渊.松散地层浅埋隧道基于地表下沉的反分析理论[J].隧道建设,1991，1：16-27
[28]徐方京.软土盾构隧道理论与实践浅析[J].同济大学学报,1999,3：24-27
[29]易宏伟.盾构法施工中土体扰动的静力触探试验研究[J].1999，16(2)：39-43
[30]朱合华,丁文其等,盾构隧道施工过程模拟分析[J].岩石力学与工程学报,1999，18：860-864
[31]孙 均,袁金荣.盾构施工扰动与地层移动及其智能神经网络预测[J].岩土工程学报,2001,23(3)：261-267
[32]陶龙光等：盾构过地铁站施工对地表沉降影响的数值模拟[J].中国矿业大学学 报,2003,32(3)：236-240
[33]李曙光,方理刚,赵 丹.盾构法地铁隧道施工引起的地表变形分析[J].中国铁道科学,2006,27(3)：87-94
[34]Peck R B. Deep Excavations and Tunneling in Soft Ground [A]. Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering [C]. Mexico City:[s.n],1969:225-290.
[35]Proceedings of the 1993 Rapid Excavation and Tunneling Conference, Jun 13-17 1993, Boston, MA, USA Sponsor:American Institute of Mining, Metallurgical and Petroleum Engineers; ASCE
[36]Attewell, P.B, Glossop, N.H. and Farmer, I, W. (1978) Ground deformations caused by tunnelling in soil [J]. Ground Engineering, Vol 15, No.8,32-41
[37]Rankin, W.J. (1988) Ground movement resulting from urban tunnelling:predictions and effects.Engineering geology of underground movements. Proc. of the 23rd annual conf of the eng. group ofthe Geological Society held at Nottingham University. Bell et al eds.79-92
[38]Mair, R.J., Taylor, R.N., and Bracegirdle, A. (1993) Subsurface settlement profiles above tunnels in clays. Geotechnique.43. No.2,315-320.
[39]刘建航,候学渊.盾构法隧道[M].中国铁道出版社.1991
[40]候学渊.软土盾构隧道的沉降分析[J].中国土木工程学会隧道及地下工程学会第七届年会讨论会论文集(下).1992
[41]宋克志,王梦恕,孙谋.基于Peck公式的盾构隧道地表沉降的可靠性分析[J].北方交通大学学报,2004,28(4)：30-33
[42]方勇.土压平衡式盾构掘进过程对地层的影响与控制[D].成都.西南交通大学.2007
[43]阳军生,刘宝琛.挤压式盾构隧道施工引起的地表移动及变形[J].岩土力学,1998，19(4)：10-13
[44]阳军生,刘宝琛.城市隧道施工引起的地表移动及变形[M].北京：中国铁道出版社.2002.
[45]施成华,彭立敏,刘宝琛.浅埋隧道施工引起的纵向地层移动与变形[J].中国铁道科学,2003,24(4)：87-91
[46]朱忠隆,张庆贺,易宏传.软土隧道纵向地表沉降的随机预测方法[J].岩土力学,2001,22(1)：56-59
[47]刘波,陶龙光,叶圣国.地铁隧道施工引起地层变形的反分析预测系统[J].中国矿业大学学报.2004,33(3)：277-282
[48]Shimada, T. et al.隧道开挖引起地表下沉模型试验.隧道译层,1983(5)：38-41
[49]高波.浅埋暗挖地铁车站及区间隧道优化问题研究[J].四川建筑,1996，16(2)：30-32
[50]王明年,李志业,关宝树.3孔小间距浅埋暗挖隧道地表沉降控制技术研究[J].岩土力学,2002,23(6)：821-824
[51]林刚,何川.连拱隧道施工全过程地层沉降三维数值模拟[J].公路,2004,3(3)：136-140
[52]路美丽.盾构先行条件下拓展地铁车站的方案研究及风险分析[D].北京.北京交通大学.2007
[53]琚国权.大跨度地铁车站施工力学及地表沉降控制研究[D].成都.西南交通大学.2007
[54]李斌,漆泰岳,旷文涛.新意法在浏阳河隧道设计参数中应用.[J].现代隧道计算2009,4(6)：83-89
[55]Guttler U, Stoffers, U. (1988) Investigation of the deformation and collapse behaviour of circular lined tunnels in centrifuge model tests. Centrifuges in Soil Mechanics.Rotterdam, Balkema,183-186
[56]Imamura, S., Hagiwara T., et al. (1998) Settlement trough above a model shield observed in a centrifuge.Centrifuge 98,713-719
[57]Grant, R.J. and Taylor, R.N. (1996) Centrifuge modelling of ground movements due to tunnelling inayered ground. Proc. International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, London, (eds. R.J. Mair and R.N. Taylor) Balkema.507-512
[58]Wu, B.R., Chiou, S.Y, Lee, C.J. et al (1998) Soil movements around parallel tunnels in soft ground.Centrifuge 98, Tokyo.739-744
[59]Hagiwara, T., Grant, R.J., Calvello, M. and Taylor, R.N. (1999) The effect of overlying strata on the distribution of ground movements induced by tunnelling in clay. Soils and Foundations. Japanese Geotechnical society. Vol 39.No.3.63-73
[60]周顺华.城市地铁车站和开挖环境模拟[D].成都：西南交通大学,1996.71-86
[61]周小文,淮家骆.砂土中隧洞开挖引起的地面沉降试验研究[J].岩土力学,2002,23(5)：559-563
[62]姚燕明,杨龙才,刘建国.地铁车站施工对地面沉降影响的试验分析[J].城市轨道交通研究.2002(1)：70-73
[63]孙 钧,袁金荣.盾构施工扰动与地层移动及其智能神经网络预测[J].岩土工程学报.2001,23(3)：261-266
[64]王穗辉,潘国荣.人工神经网络在隧道地表变形预测中的应用,同济大学学报 [J].2001,29(10)：1147-1151
[65]高永强,边亦海,李立增.人工神经网络在隧道变形预测中的应用.石家庄铁路工程职业技术学院学报[J].2004，3(1)：28-31
[66]刘维宁,张弥,邝名明.城市地下工程环境影响的控制理论及其应用.土木工程学报[J].1997,30(5)：66-75
[67]白李妍,张弥.隧道工程环境影响的动态优化控制.岩石力学与工程学报[J].2002,21(3)：393-39
[68]吴波,高波,蒋正华等.地铁隧道施工对地表沉降影响的优化控制分析.现代隧道技术[J].2003,40(3)：42-46
[69]王铁生,张利平,华锡生.地铁隧道施工变形预测研究综述.水利水电科技进展[J].2003,23(5)：.62-65
[70]潘国荣,王穗辉,刘大杰.预测地铁施工中地表变形的动态系统方法,同济大学学报[J].2001,29(3)：294-298
[71]张顶立,黄俊.深圳地铁浅埋暗挖隧道地层变形分析.中国矿业大学报.[J].2004,33(5)：578-583
[72]吴波.复杂条件下城市地铁隧道施工地表沉降研究[D].成都：西南交通大学,2003
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