地下立交近接隧道稳定性的理论分析与模拟研究
|
摘要
随着社会经济高速发展和城市化高度集中,地面建筑和交通等设施已经不能满足社会发展的需要,对地下空间的开发与利用已成为当今城市建设的焦点。地铁隧道和公路隧道的修建是地下空间开发最为常见的形式之一,为满足地形和线路的要求,近接隧道的设计与施工层出不穷。以拟建重庆朝天门两江隧道中出现的近接隧道为研究背景,采用理论分析、模型试验和数值分析等方法对近接隧道的稳定性进行了较为深入的研究,主要研究内容与结论如下:
(1)采用极限平衡原理与变分方法共同分析浅埋隧道的最不利滑裂面分布,定义最不利滑裂面上的抗滑力与下滑力之比为浅埋隧道安全系数。基于浅埋隧道稳定性分析方法,并结合浅埋近接隧道失稳的多种模式,研究了浅埋近接隧道的多安全系数稳定性分析方法。
(2)根据破坏角与主应力的关系获得深埋独立圆形隧道围岩内部滑裂面的分布,采用变分方法对隧道围岩滑裂面的分布进行验证;将围岩简化为理想弹塑性材料,以隧道滑裂面和极限塑性区半径为基础,定义滑裂面上平均抗剪强度与平均剪切应力之比为深埋隧道的安全系数。
(3)根据对称性原理先将深埋并列近接隧道转换为含一个圆孔的半无限平面,从而将比较复杂的多连通域转换为双连通域。选用映射函数将含一个圆孔的半无限平面映射为同心圆环,采用弹性力学的复变函数方法求出深埋并列近接隧道的应力分布,据此进行深埋近接隧道稳定性分析。
(4)采用公路隧道结构与围岩综合试验系统对交错近接隧道进行三维物理模型试验,研究了由新建隧道开挖引起既有隧道围岩内部压应力、围岩内部位移及支护结构内力的变化规律。
(5)采用有限元软件ANSYS对交错近接隧道中新旧隧道相互影响进行模拟分析,将其结果与模型试验结果进行对比,验证了模型试验结果的合理性。对比分析不同开挖方案条件下的数值模拟结果,优化了交错近接隧道的开挖方案。
(6)以浅埋近接隧道的稳定分析理论方法探讨了浅埋近接隧道的安全系数,以该安全系数为依据对隧道围岩的强度参数进行折减,采用数值模拟分析近接隧道的塑性区发展规律,据此对比验证浅埋近接隧道的稳定性与稳定分析方法的合理性。
Due to the rapid development of social economy and urbanization that has occurred in China over the last few years, ground construction and transportation facilities have not been able to meet the needs of social development. Therefor, how to efficiently develop and utilize of urban underground space has attracted more and more attention from academic organizations and governments. Subway tunnels and road tunnel construction is one of the most common underground space development. In order to meet the terrain and the lines, many adjacent tunnel’s design and construction come forth endlessly. Planned Liang jiang tunnel at Chaotianmen in Chongqing serving as research background, stability of adjacent tunnel have been analyzed with theoretical analysis, numerical simulation and model test. The research contents and conclusion are as follows:
(1) Based on the limit equilibrium theory and variation method, the most dangerous sliding surface of shallow tunnel is studied. The safety factor was defined as the ratio of anti-sliding force to sliding force on the most dangerous sliding surface. According to the instability mode and stability analysis methods of shallow adjacent tunnels, stability analysis method of shallow adjacent tunnel has been studied.
(2) According to the relationship between rupture angle and principal stress, the distribution of failure surface in surrounding rock of deep circular tunnel was obtained, which was verified used the variation method. Surrounding rock have been simplified as elastic-perfectly plastic material, then based on sliding surface and critical plastic radius, The safety factor of deep circular tunnel was defined as the ratio of average shear strength to average shear stress on the sliding surface.
(3) Deep parallel tunnel has been transformed into half plane with circular tunnel according to the symmetry principle, then multi-connected domain is turned into double connected domain. With mapping function half plane with circular tunnel is transformed into concentric annulus, then deep adjacent tunnel’s stress is solved with complex variable function method of elasticity mechanics. Based on the result, the deep adjacent tunnel stability can be judged.
(4) On the base of the comprehensive testing system for structure and surrounding rock masses of highway tunnel(CTSSSRH), three-dimensional model test about forked tunnel with different altitude have been carried out. In order to analysis the new tunnel’s influence on the existing tunnel, the distributions and changes of surrounding rock pressure, surrounding rock internal displacement and internal force of support structure of the existing tunnel have been metered and analyzed.
(5) With finite element software ANSYS, the interaction between old and new forked tunnel with different altitude have been analyzed. the results compared with model experimental results, witch shows that model experimental results are rational. Comparing the numerical simulation results under the condition of different excavation scheme, the reasonable excavation scheme has been studied.
(6) The safety factor of shallow adjacent tunnel is calculated with stability analysis method of shallow adjacent tunnel. The strength parameters of surrounding rock are reduced according to these safety factors, then the numerical simulation is used to analyze of shallow adjacent tunnel’s plastic zone. The two methods are used to analyze and verify shallow adjacent tunnel’s stability.
(1)采用极限平衡原理与变分方法共同分析浅埋隧道的最不利滑裂面分布,定义最不利滑裂面上的抗滑力与下滑力之比为浅埋隧道安全系数。基于浅埋隧道稳定性分析方法,并结合浅埋近接隧道失稳的多种模式,研究了浅埋近接隧道的多安全系数稳定性分析方法。
(2)根据破坏角与主应力的关系获得深埋独立圆形隧道围岩内部滑裂面的分布,采用变分方法对隧道围岩滑裂面的分布进行验证;将围岩简化为理想弹塑性材料,以隧道滑裂面和极限塑性区半径为基础,定义滑裂面上平均抗剪强度与平均剪切应力之比为深埋隧道的安全系数。
(3)根据对称性原理先将深埋并列近接隧道转换为含一个圆孔的半无限平面,从而将比较复杂的多连通域转换为双连通域。选用映射函数将含一个圆孔的半无限平面映射为同心圆环,采用弹性力学的复变函数方法求出深埋并列近接隧道的应力分布,据此进行深埋近接隧道稳定性分析。
(4)采用公路隧道结构与围岩综合试验系统对交错近接隧道进行三维物理模型试验,研究了由新建隧道开挖引起既有隧道围岩内部压应力、围岩内部位移及支护结构内力的变化规律。
(5)采用有限元软件ANSYS对交错近接隧道中新旧隧道相互影响进行模拟分析,将其结果与模型试验结果进行对比,验证了模型试验结果的合理性。对比分析不同开挖方案条件下的数值模拟结果,优化了交错近接隧道的开挖方案。
(6)以浅埋近接隧道的稳定分析理论方法探讨了浅埋近接隧道的安全系数,以该安全系数为依据对隧道围岩的强度参数进行折减,采用数值模拟分析近接隧道的塑性区发展规律,据此对比验证浅埋近接隧道的稳定性与稳定分析方法的合理性。
Due to the rapid development of social economy and urbanization that has occurred in China over the last few years, ground construction and transportation facilities have not been able to meet the needs of social development. Therefor, how to efficiently develop and utilize of urban underground space has attracted more and more attention from academic organizations and governments. Subway tunnels and road tunnel construction is one of the most common underground space development. In order to meet the terrain and the lines, many adjacent tunnel’s design and construction come forth endlessly. Planned Liang jiang tunnel at Chaotianmen in Chongqing serving as research background, stability of adjacent tunnel have been analyzed with theoretical analysis, numerical simulation and model test. The research contents and conclusion are as follows:
(1) Based on the limit equilibrium theory and variation method, the most dangerous sliding surface of shallow tunnel is studied. The safety factor was defined as the ratio of anti-sliding force to sliding force on the most dangerous sliding surface. According to the instability mode and stability analysis methods of shallow adjacent tunnels, stability analysis method of shallow adjacent tunnel has been studied.
(2) According to the relationship between rupture angle and principal stress, the distribution of failure surface in surrounding rock of deep circular tunnel was obtained, which was verified used the variation method. Surrounding rock have been simplified as elastic-perfectly plastic material, then based on sliding surface and critical plastic radius, The safety factor of deep circular tunnel was defined as the ratio of average shear strength to average shear stress on the sliding surface.
(3) Deep parallel tunnel has been transformed into half plane with circular tunnel according to the symmetry principle, then multi-connected domain is turned into double connected domain. With mapping function half plane with circular tunnel is transformed into concentric annulus, then deep adjacent tunnel’s stress is solved with complex variable function method of elasticity mechanics. Based on the result, the deep adjacent tunnel stability can be judged.
(4) On the base of the comprehensive testing system for structure and surrounding rock masses of highway tunnel(CTSSSRH), three-dimensional model test about forked tunnel with different altitude have been carried out. In order to analysis the new tunnel’s influence on the existing tunnel, the distributions and changes of surrounding rock pressure, surrounding rock internal displacement and internal force of support structure of the existing tunnel have been metered and analyzed.
(5) With finite element software ANSYS, the interaction between old and new forked tunnel with different altitude have been analyzed. the results compared with model experimental results, witch shows that model experimental results are rational. Comparing the numerical simulation results under the condition of different excavation scheme, the reasonable excavation scheme has been studied.
(6) The safety factor of shallow adjacent tunnel is calculated with stability analysis method of shallow adjacent tunnel. The strength parameters of surrounding rock are reduced according to these safety factors, then the numerical simulation is used to analyze of shallow adjacent tunnel’s plastic zone. The two methods are used to analyze and verify shallow adjacent tunnel’s stability.
引文
[1]重庆两江隧道工程简介[R].重庆:重庆交通科研设计院, 2007.
[2]朝天门两江隧道地勘报告[R].重庆:重庆交通科研设计院, 2005.
[3]王在泉,王建新,郑颖人,等.局部破碎带渗水条件下海底隧道稳定性的有限元极限分析[J].岩石力学与工程学报, 2007, 26(增): 3751–3755.
[4]张黎明,郑颖人,王在泉.有限元强度折减法在公路隧道中的应用探讨[J].岩土力学,2007, 28(1): 97-101.
[5]李树忱,李术才,徐帮树.隧道围岩稳定分析的最小安全系数法[J].岩土力学,2007, 28(3): 549-554.
[6]仇文革.地下工程近接施工力学原理与对策的研究[D].西南交通大学博士论文,2003.3.
[7]陈子荫.围岩力学分析中的解析方法[M].煤炭工业出版社,1994.
[8]邓刚,李玉文.浅埋小净距隧道中岩墙应力解析[J].2005年全国公路隧道学术会议论文集,2005:47-51.
[9]李晓红,卢义玉,康勇,等.岩石力学实验模拟技术[M].北京:科学出版社, 2007.
[10]蒋树屏,黄伦海,宋从军.利用相似模拟方法研究公路隧道施工力学形态[J].岩石力学与工程学报,2002,21(5): 662-666.
[11]王汉鹏.岔式隧道设计施工的关键技术研究[D].山东大学博士论文,2007.4.
[12]章慧健,仇文革,冯冀蒙.小净距隧道夹岩力学特征分析[J].岩土工程学报, 2010, 32(3): 434-439.
[13] Valliappan, S; Raja Sekar, HL. Interaction between Tunnel Openings[C].3rd Australian Tunnelling Conference, 1978: 12-15
[14]胡元芳.小线间距城市双线隧道围岩稳定性分析[J].岩石力学与工程学报, 2002, 21(9):1335-1338.
[15] A.M. Hefny, H.C. Chua, J. Zhao. Parametric studies on the interaction between existing and new bored tunnels[J]. Tunnelling and Underground Space Technology, 2004, (19): 471.
[16]朱进,蔡益郎,杜飞天.关于小净距隧道间合理净距的探讨[J].铁道建筑, 2009, (9): 55-57.
[17]刘高明.小净距隧道合理净距及其施工方法研究[D].北京工业大学硕士论文,2007.5.
[18]张永兴,胡居义,何青云,等.基于强度折减法小净距隧道合理净距的研究[J].水文地质工程地质, 2006, (3): 64-67.
[19]姚勇,何川,谢卓雄.双线小净距隧道中岩墙力学特征及加固措施研究[J].岩土力学,2007,28(9): 1883-1888.
[20]何魏.小净距隧道围岩稳定性及中夹层力学行为研究[D].武汉理工大学硕士论文,2007.11.
[21]张玉军,刘谊平.上下行隧道立交处围岩稳定性的有限元计算[J].岩土力学, 2002, 23(4): 511-515.
[22]吴明生,杨转运.小净距隧道中央岩柱的力学特性分析[J].内蒙古公路与运输,2005, (2):11-14.
[23] S.L. Chen, S.C. Lee, M.W. Gui. Effects of rock pillar width on the excavation behavior of parallel tunnels[J]. Tunnelling and Underground Space Technology, 2009, (24): 148-154.
[24] F. Hage Chehade, I. Shahrour. Numerical analysis of the interaction between twin-tunnels: Influence of the relative position and construction procedure[J]. Tunnelling and Underground Space Technology, 2008, (23): 210-214.
[25] Michitsugu Ikuma. Maintenance of the undersea section of the Seikan Tunnel[J]. Tunnelling and Underground Space Technology, 2005, (20):143-149.
[26]李毕华.小间距隧道施工的现场实测与物理模型试验和数值模拟结果的对比研究[D].同济大学硕士论文,2007.3.
[27]杨会军,刘虹阳.浅埋暗挖小净距隧道应力集中现象分析[J].铁道工程学报, 2010, (1): 42-46.
[28]刘明贵,张国华,刘绍波等.大帽山小净距隧道群中夹岩累计损伤效应研究[J].岩石力学与工程学报,2009,28(7): 1363-1369.
[29]凌昌荣.偏压小间距隧道的荷载结构特性研究[D].同济大学硕士论文,2008.3.
[30]凌昌荣,张子新.偏压小间距隧道荷载结构计算模型研究[J].地下空间与工程学报, 2007, 3(6): 1148-1153.
[31]肖明清.小间距浅埋隧道围岩压力的探讨[J].现代隧道技术,2004,41(3): 7-10.
[32]舒志乐,刘保县,李月.偏压小净距隧道围岩压力分析[J].地下空间与工程学报, 2007, 3(3): 430-433.
[33]彭琦.浅埋软弱围岩小净距隧道施工技术与受力特征研究[D].中南大学硕士论文,2008.5.
[34]喻军,刘松玉,童立元.小净距隧道设计荷载的确定[J].东南大学学报,2008,38(5): 856-860.
[35]刘继国,郭小红.深埋小净距隧道围岩压力计算方法研究[J].公路,2009, (3): 200-204.
[36] Sang-lim No, Seung-hwan Noh, Sang-pil Lee, et al. Construction of long and large twin tube tunnel in Korea–Sapaesan tunnel[J]. Tunnelling and Underground Space Technology, 2006, (21): 393.
[37]孙文昊.土质地层中盾构隧道垂直荷载计算方法探讨[J].铁道工程学报, 2009 (10):69-73.
[38]齐静静,徐日庆,魏纲.双线平行盾构法隧道施工附加荷载的计算分析[J].岩土力学, 2009, 30(6): 1665-1670.
[39] I. Hudoba. Contribution to Static Analysis of Load-bearing Concrete Tunnel Lining Built by ohield-driven Technology[J]. Tunnelling and Underground pace Technology. 1997, 12(1): 55-58.
[40] X. Li, R. Flores-Berrones. Time-dependent behavior of partially sealed circular tunnels[J]. Computers and Geotechnics, 2002, (29): 433-449.
[41] Ling Xu, Hongwei Huang. Time effects in rock–support interaction: a case study in the construction of two road tunnels[J]. International Journal of Rock Mechanics & Mining Sciences, 2004, (41): 540.
[42] Shu-cai Li, Ming-bin Wang . Elastic analysis of stress–displacement field for a lined circular tunnel at great depth due to ground loads and internal pressure[J]. Tunnelling and Underground pace Technology. 2008, (23): 609-617.
[43] Shao-Ming Liao, Fang-Le Peng , Shui-Long Shen. Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction[J]. Tunnelling and Underground pace Technology. 2008, (23): 421-430.
[44]李围,何川.盾构隧道近接下穿地下大型结构施工影响研究[J].岩土工程学报,2006,28(10): 1278-1282.
[45] Y.-M. Hsieh, A.J. Whittle. A computational strategy for solving three-dimensional tunnel excavation problems[J]. Computational Fluid and Solid Mechanics. 2003, ??: 324-328.
[46] C.Y. Cheng, G.R. Dasari a, C.F. Leung, et al. 3D numerical study of tunnel-soil-pile interaction[J]. Tunnelling and Underground Space Technology, 2004, (19): 381-382.
[47] H. Mroueh, I. Shahrour. A full 3-D finite element analysis of tunneling–adjacent structures interaction[J]. Computers and Geotechnics, 2003, (30): 245-253.
[48]李宁,王柱,韩煊,等.地铁开挖对上部桩基变形的影响研究[J].土木工程学报,2006,39(10): 107-111.
[49]刘艳青,钟世航,卢汝绥.小净距并行隧道力学状态的试验研究[J].岩石力学与工程学报,2000,19(5): 590-594.
[50]杜菊红.小间距隧道动态施工力学研究[D].同济大学博士论文,2008.3.
[51]胡建明,张永兴.小净距公路隧道施工相互作用的有限元分析[J].重庆建筑大学学报,2006,28(6): 68-71.
[52] Murat Karakus, Aydin Ozsan, Hakan Basarir. Finite element analysis for the twin metro tunnel constructed in Ankara Clay, Turkey[J]. Bull Eng Geol Env, 2007, (66): 71-79.
[53]李云鹏,王芝银,韩常领,等.不同围岩类别小间距隧道施工过程模拟研究[J].岩土力学,2006,27(1): 11-16.
[54]夏才初,龚建伍,唐颖,等.大断面小净距公路隧道现场监测分析研究[J].岩石力学与工程学报,2007, 26(1): 44-50.
[55]杨小礼,眭志荣.浅埋小净距偏压隧道施工工序的数值分析[J].中南大学学报(自然科学版), 2007, 38(4): 764-770.
[56]彭琦,罗威,李亮.浅埋偏压小净距隧道施工力学数值分析[J].铁道建筑, 2009, (12): 34-37.
[57]吴波,高波,索晓明.城市地铁小间距隧道施工性态的力学模拟与分析[J].中国公路学报, 2005, 18(3): 84-89.
[58]郑光辉.公路连拱隧道与小净距隧道施工力学特征对比研究[D].西南交通大学硕士论文,2007.5.
[59]赵旭峰,王春苗,孙景林,等.盾构近接隧道施工力学行为分析[J].岩土力学,2007,28(2): 409-414.
[60] Bin-Lin Chu, Sung-Chi Hsu, Yi-Long Chang, et al. Mechanical behavior of a twin-tunnel in multi-layered formations[J]. Tunnelling and Underground Space Technology, 2007, (22): 351-362.
[61] I. Yamaguchi, I. Yamazaki,Y. Kiritani. Study of ground-tunnel interactions of four shield tunnels driven in close proximity, in relation to design and construction of parallel shield tunnels[J]. Tunnelling and Underground pace Technology. 1998, 13(3): 288-304.
[62] J.S. Yang, L. Yan, S.J. Deng, et al. Interactions of four tunnels driven in squeezing fault zone of Wushaoling Tunnel[J]. Tunnelling and Underground Space Technology, 2006, (21): 359.
[63]郑余朝.三孔并行盾构隧道近接施工的影响度研究[D].西南交通大学博士论文, 2006.12.
[64] Sang-Hwan Kim. Interaction behaviours between parallel tunnels in soft ground[J]. Tunnelling and Underground Space Technology, 2004, (19): 448.
[65]白廷辉,李文勇.江中段近距离盾构施工相互影响及治理.地下铁道,文集.1999.
[66]黄朱林.复杂城市地下立交工程施工力学行为研究[D].西南交通大学硕士论文, 2007.5.
[67]龚伦.上下交叉隧道近接施工力学原理及对策研究[D].西南交通大学博士论文, 2007.12.
[68]郭宏博.上下交叉隧道近接施工影响分区研究[D].西南交通大学硕士论文, 2008.6.
[69]愈涛.地铁盾构隧道近接施工影响的数值模拟及模型试验研究[D].西南交通大学硕士论文,2005.11.
[70]颜勤.互通式地下立交隧道施工力学研究及方案优化[D].重庆大学硕士论文,2007.
[71]林志,李勇,靳晓光.大型江底地下互通式立交枢纽建造技术研究[J].土木工程学报,2010, 43(2): 110-118.
[72]兰州铁道学院《隧道工程》编写组.隧道工程[M].北京:人民铁道出版社, 1977.
[73]孙钧,侯学渊.地下结构[M].北京:科学出版社,1987.
[74]重庆交通科研设计院.公路隧道设计规范[M].北京:人民交通出版社,2004.
[75] L. GriIIop, F. Alessandrinib, R. Meriggi. A new system for the construction of large shallow tunnels by microtunnelling technology[J]. Trenchless Technol. Res., 2000, 15(1): 43-58.
[76] C. Callari. Coupled numerical analysis of strain localization induced by shallow tunnels in saturated soils[J]. Computers and Geotechnics, 2004, (31): 193-207.
[77]老大中.变分方法基础[M].北京:国防工业出版社, 2004.
[78]孙振绮,邢继祥.变分法与最优控制[M].哈尔滨:哈尔滨工业出版社, 1987.
[79]夏远发.二维边坡稳定性变分分析理论与实践[J].有色金属,1993,45(2): 14-19.
[80]尤明庆.均质土坡滑动面的变分法分析[J].岩石力学与工程学报, 2006, 25(增1):2735-2745.
[81] H.卡斯特奈,同济大学《隧道与坑道静力学》翻译组译.隧道与坑道静力学[M].上海:上海科学技术出版社,1980.
[82]汪宏,蒋超.浅埋偏压隧道洞口坍方数值分析与处治[J].岩土力学, 2009, 30(11): 3481-3485.
[83]郭海满,刘成禹,杨建成,等.浅埋隧道上覆建筑的稳定性研究[J].铁道工程学报, 2009, (7): 84-88.
[84] H. Basarir , A. Ozsan, M. Karakus. Analysis of support requirements for a shallow diversion tunnel at Guledar dam site, Turkey[J]. Engineering Geology, 2005, (81): 131-145.
[85] K. Kucuk , M.Genis , T.Onargan ,et al. Chemical injection to prevent building damage induced by groundwater drainage from shallow tunnels[J]. International Journal of Rock Mechanics & Mining Sciences, 2009, (46): 1136-1143.
[86] Wei-I. Chou, Antonio Bobet. Predictions of ground deformations in shallow tunnels in clay[J]. Tunnelling and Underground Space Technology, 2003, (18): 93-94.
[87] Enrico Maria Pizzarotti , Claudio Fiumara, Lorenzo Verzani. Settlements control in driving a shallow tunnel[J]. Tunnelling and Underground Space Technology, 2006, (21): 396.
[88] A. Verruijt. A complex variable solution for a deforming circular tunnel in an elastic half-plane[J]. international journal for numerical and analytical methods in geomechanics, 1997, (21): 77-89.
[89]林刚,何川.浅埋连拱隧道实体中墙设计荷载研究[J].现代隧道技术, 2006, 43(5): 60-65.
[90] B.B.索珂洛甫斯基,林鸿荪译.论松散介质的极限平衡[M].北京:中国科学院出版,1954.
[91] B.B.索珂洛甫斯基,徐志英译.松散介质静力学[M].北京:地质出版社,1956.
[92]陈希哲.土力学与地基基础[M].北京:清华大学出版社,2004.
[93]邓光辉.公路连拱隧道与小净距隧道施工力学特征对比研究[D].西南交通大学硕士学位论文,2007.
[94]关宝树.隧道工程设计要点集[M].北京:人民交通出版社,2003.
[95] E.Hoek, E.T.Brown. Underground excavations in rock[M]. The institution of mining and metallurgy, 1980 .
[96]高家美.光弹性法在矿山工程中的应用煤炭工业出版社[M]. 1989.
[97] Tae-Hyun Baek, Christian P. Burger. Accuracy improvement technique for measuring stress intensity factors in photoelastic experiment[J]. KSME Journal, 1991, 5(l): 22-27.
[98]靳晓光,李晓红,杨春和,等.深埋隧道围岩-支护结构稳定性研究岩土力学[J]. 2005, 26(9): 1473-1476.
[99] SUN Xiao-ming, CAI Feng1, YANG Jun1, et al. Numerical simulation of the effect of coupling support of bolt-mesh-anchor in deep tunnel[J]. Mining Science and Technology, 2009, (19): 352-357.
[100]刘景儒.滇藏铁路玉峰寺深埋隧道重大工程地质问题研究[D].中国地质科学院博士学位论文,2007.
[101]王汉鹏,李术才,张强勇.分岔隧道模型试验与数值模拟超载安全度研究[J].岩土力学, 2008, 29(9): 2521-2526.
[102]钱七虎.深部岩体工程响应的特征科学现象及“深部”的界定[J].东华理工学院学报,2004,27(1): 1-5.
[103]周小平,钱七虎.深埋巷道分区破裂化机制[J].岩石力学与工程学报,2007,26(5): 877-885.
[104]张强勇,陈旭光,林波,等.深部巷道围岩分区破裂三维地质力学模型试验研究[J].岩石力学与工程学报, 2009, 28(9): 1757-1766.
[105] H.И. Mycxeлищвили著,赵惠元译,王柔怀等校.数学弹性力学的几个基本问题[M].科学出版社,1958.
[106] H. G. Georgiadis, A. P. Rigatos, N. C. Charalambakis. Dynamic stress concentration around a hole in a viscoelastic plate[J]. Acta Mechanica, 1995, 111: 1-12.
[107] J. Yoon, C. Q. Ru, A. Mioduchowski. Effect of a thin surface coating layer on thermal stresses within an elastic half-plane[J]. Acta Mechanica, 2006, 185: 227-243.
[108] A. Verruijt. Deformations of an elastic half plane with a circular cavity[J]. Internationaljournal of Solids and Structures, 1998, 35(21): 2795-2804.
[109] IC.B. Kooi, A. Verruijt. Interaction of circular holes in an infinite elastic medium[J]. Tunnelling and Underground Space Technology. 2001,(16): 59-62.
[110]吕爱钟.非圆形铜室封闭整体式支护映射函数确定的新方法[J].岩土工程学报, 1995, 17(4): 38-44.
[111]曾小清,曹志远.半解析数值法在地铁工程双线隧道分析中的应用[J].工程力学, 1998, 15(1): 46-52.
[112]刘杰,盖秉政.半圆孔表面祸合动态热应力的复变函数解[J].哈尔滨工业大学学报, 2001, 6(1): 103-106.
[113]陆文超,仲政,王旭.浅埋隧道围岩应力场的解析解[J],力学季刊, 2003, 24(1): 50-54.
[114]王桂林.岩石洞室地基稳定性研究[D].重庆大学博士论文, 2004.
[115]朱大勇,钱七虎,周早生,等.复杂形状洞室映射函数的新解法[J].岩石力学与工程学报, 1999, 18(3): 279-283.
[116] CHIH-BING LING. On the stresses in a plate containing two circular holes[J]. JOURNAL OF APPLIED PHYSICS, 1948, (19): 77-82.
[117]吕爱钟,张路青.地下隧洞力学分析的复变函数方法[M].科学出版社, 2007.
[118]蔡美峰,何满潮,刘东燕.岩石力学与工程[M].北京:科学出版社,2005.
[119]杨桂通.弹塑性力学引论[M],北京:清华大学出版社,2006.
[120]关宝树.隧道力学概论[M].成都:西南交通大学出版社,1993.
[121] Jeffery, G. B. Plane stress and plane strain in bipolar coordinates[J]. transactions of the Royal Society Series, 1920, (A 221): 265-293.
[122]重庆朝天门两江隧道预可研究成果汇报[R].重庆:重庆交通科研设计院, 2007.
[123]朱咸,温灼如.利用水文模型试验检验单位线法的基本假定[J].水利学报, 1959: 42-52.
[124]桥隧系力学教研组.大桥水平及断面支撑系的模型试验[J].兰州交通大学学报, 1960, 2: 55-65.
[125]林培源,田美玲.地下结构物模型试验的模拟规律[J].土木工程学报, 1963(5): 31-37.
[126]景诗庭.衬砌结构模型试验[J].唐山铁道学院学报,1964(4): 47-55.
[127] David N. Chapman, Sung K. Ahn, Dexter V.L. Hunt, et al. The use of model tests to investigate the ground displacements associated with multiple tunnel construction in soil[J]. Tunnelling and Underground Space Technology, 2006, (21): 413.
[128] Hirohisa Kamata, Hideto Mashimo. Centrifuge model test of tunnel face reinforcement by bolting[J]. Tunnelling and Underground Space Technology, 2003, (18): 205-212.
[129] Jong-Ho Shin, Yong-Ki Choi, Oh-Yeob Kwon, et al. Model testing for pipe-reinforced tunnel heading in a granular soil[J]. Tunnelling and Underground Space Technology, 2008,(23): 241-250.
[130] Zhou Song, Wang Yingyi, Huang Xingchun. Experimental study on the effect of injecting slurry inside a jacking pipe tunnel in silt stratum[J]. Tunnelling and Underground Space Technology, 2009, (24): 466-471.
[131] A. Juneja, A. Hegde, F.H. Lee, et al. Centrifuge modelling of tunnel face reinforcement using forepoling[J]. Tunnelling and Underground Space Technology, 2010, (25): 377-381.
[132] C.J. Lee, B.R. Wu, H.T. Chen. Tunnel stability and arching effects during tunneling in soft clayey soil[J]. Tunnelling and Underground Space Technology, 2006, (21): 119-132.
[133] H.W. Huang, L. Xu, J.L. Yan. The longitudinal model test of shield tunnel[J]. Tunnelling and Underground Space Technology, 2006, (21): 418-419.
[134] Seok-Won Lee, Gyu-Jin Bae, Chung-Sik Choi, et al. Reduced-scale model tests for cut and cover tunnels subjected to eccentric load[J]. Tunnelling and Underground Space Technology, 2004, (19): 481.
[135] Yong-Joo Lee, Richard H. Bassett. Influence zones for 2D pile–soil-tunnelling interaction based on model test and numerical analysis[J]. Tunnelling and Underground Space Technology, 2007, (22): 325-342.
[136] G.W. Byun, D.G. Kim, S.D. Lee. Behavior of the ground in rectangularly crossed area due to tunnel excavation under the existing tunnel[J]. Tunnelling and Underground Space Technology, 2006, (21): 361.
[137]蒋树屏,黄伦海,宋从军.利用相似模拟方法研究公路隧道施工力学形态[J].岩石力学与工程学报, 2002, 21(5): 662-666 .
[138]吴梦军,黄伦海.四车道公路隧道动态施工力学研究[J].岩石力学与工程学报,2006,25(增1): 3057-3062.
[139]赵明阶,敖建华,刘绪华,等.岩溶尺寸对隧道围岩稳定性影响的模型试验研究[J].岩石力学与工程学报, 2004, 23(2): 213-217.
[140]张强勇,李术才,郭晓红.组合式地质力学模型试验系统及其在分岔隧道工程中的应用[J].岩土工程学报, 2007, 29(9): 1337-1343.
[141]张强勇,李术才,郭小红,等.铁晶砂胶结新型岩土相似材料的研制及其应用[J].岩土力学, 2008, 29(8): 2126-2130.
[142]何川,封坤,杨雄.南京长江隧道超大断面管片衬砌结构体的相似模型试验研究[J].岩石力学与工程学报, 2007, 26(11): 2260-2269.
[143]孙铁成,高波,王峥峥.双洞隧道洞口段抗减震模型试验研究[J].岩土力学, 2009, 30(7): 2021-2026.
[144]张辉,张子新,黄宏伟,等.偏压错台小净距隧道力学性态相似模型试验[J].同济大学学报(自然科学版), 2009, 32(2): 169-175.
[145]刘涛,沈明荣,陶履彬,等.连拱隧道动态施工模型试验与三维数值仿真模拟研究[J].岩石力学与工程学报, 2006, 25(9):1802-1808.
[146]鞠杨,徐广泉,毛灵涛,等.盾构隧道衬砌结构应力与变形的三维数值模拟与模型试验研究[J].工程力学, 2005, 22(3): 157-156.
[147]李丹,夏彬伟,陈浩,等.缓倾角层理各向异性岩体隧道稳定性的物理模型试验研究[J].岩土力学, 2009, 30(7): 1933-1938.
[148]蔡海兵,程桦,彭立敏,等.地铁双线隧道水平冻结位移场的模型试验[J].岩石力学与工程学报, 2009, 28(10): 2088-2095.
[149]李之光.相似与模化[M].北京:国防工业出版社, 1982.
[150]江守一朗,等著,郭廷玮,李安定译.模型实验的理论和应用[M].北京:科学出版社, 1984.
[151]龚召熊,陈进.岩石力学模型试验及其在三峡工程中的应用与发展[M].北京:中国水利水电出版社, 1996.
[152]周小文,濮家骝.隧洞结构受力及变形特征的离心模型试验研究[J].清华大学学报(自然科学版), 2001, 41(8): 110-112, 116.
[153]杜菊红,黄宏伟.偏压、错台小间距隧道施工位移场动态模拟分析[J].岩土力学, 2009, 30(4): 1102-1108.
[154] C.S. Wu, J.X. Li , X. Chen. Blasting in twin tunnels with small spacing and its vibration control[J]. Tunnelling and Underground Space Technology. 2004, (19): 518.
[155]龚建伍,夏才初,郑志东,等.鹤上三车道小净距隧道爆破振动测试与分析[J].岩石力学与工程学报, 2007, 26(9): 1882-1887.
[156] Seokwon Jeon, Jongwoo Kim, Youngho Seo, et al. Effect of a fault and weak plane on the stability of a tunnel in rock– a scaled model test and numerical analysis[J]. Int. J. Rock Mech. Min. Sci. 2004, 41(3): 1-6.
[157]王勖成.有限单元法[M].北京:清华大学出版社,2002.
[158]吴德伦,黄质宏,赵明阶.岩石力学[M].重庆:重庆大学出版社,2002.
[159]张学言,闫澎旺.岩土塑性力学基础[M].天津:天津大学出版社,2004.
[160]中华人民共和国建设部.建筑抗震设计规范[S].北京:中国标准出版社,2008.
[2]朝天门两江隧道地勘报告[R].重庆:重庆交通科研设计院, 2005.
[3]王在泉,王建新,郑颖人,等.局部破碎带渗水条件下海底隧道稳定性的有限元极限分析[J].岩石力学与工程学报, 2007, 26(增): 3751–3755.
[4]张黎明,郑颖人,王在泉.有限元强度折减法在公路隧道中的应用探讨[J].岩土力学,2007, 28(1): 97-101.
[5]李树忱,李术才,徐帮树.隧道围岩稳定分析的最小安全系数法[J].岩土力学,2007, 28(3): 549-554.
[6]仇文革.地下工程近接施工力学原理与对策的研究[D].西南交通大学博士论文,2003.3.
[7]陈子荫.围岩力学分析中的解析方法[M].煤炭工业出版社,1994.
[8]邓刚,李玉文.浅埋小净距隧道中岩墙应力解析[J].2005年全国公路隧道学术会议论文集,2005:47-51.
[9]李晓红,卢义玉,康勇,等.岩石力学实验模拟技术[M].北京:科学出版社, 2007.
[10]蒋树屏,黄伦海,宋从军.利用相似模拟方法研究公路隧道施工力学形态[J].岩石力学与工程学报,2002,21(5): 662-666.
[11]王汉鹏.岔式隧道设计施工的关键技术研究[D].山东大学博士论文,2007.4.
[12]章慧健,仇文革,冯冀蒙.小净距隧道夹岩力学特征分析[J].岩土工程学报, 2010, 32(3): 434-439.
[13] Valliappan, S; Raja Sekar, HL. Interaction between Tunnel Openings[C].3rd Australian Tunnelling Conference, 1978: 12-15
[14]胡元芳.小线间距城市双线隧道围岩稳定性分析[J].岩石力学与工程学报, 2002, 21(9):1335-1338.
[15] A.M. Hefny, H.C. Chua, J. Zhao. Parametric studies on the interaction between existing and new bored tunnels[J]. Tunnelling and Underground Space Technology, 2004, (19): 471.
[16]朱进,蔡益郎,杜飞天.关于小净距隧道间合理净距的探讨[J].铁道建筑, 2009, (9): 55-57.
[17]刘高明.小净距隧道合理净距及其施工方法研究[D].北京工业大学硕士论文,2007.5.
[18]张永兴,胡居义,何青云,等.基于强度折减法小净距隧道合理净距的研究[J].水文地质工程地质, 2006, (3): 64-67.
[19]姚勇,何川,谢卓雄.双线小净距隧道中岩墙力学特征及加固措施研究[J].岩土力学,2007,28(9): 1883-1888.
[20]何魏.小净距隧道围岩稳定性及中夹层力学行为研究[D].武汉理工大学硕士论文,2007.11.
[21]张玉军,刘谊平.上下行隧道立交处围岩稳定性的有限元计算[J].岩土力学, 2002, 23(4): 511-515.
[22]吴明生,杨转运.小净距隧道中央岩柱的力学特性分析[J].内蒙古公路与运输,2005, (2):11-14.
[23] S.L. Chen, S.C. Lee, M.W. Gui. Effects of rock pillar width on the excavation behavior of parallel tunnels[J]. Tunnelling and Underground Space Technology, 2009, (24): 148-154.
[24] F. Hage Chehade, I. Shahrour. Numerical analysis of the interaction between twin-tunnels: Influence of the relative position and construction procedure[J]. Tunnelling and Underground Space Technology, 2008, (23): 210-214.
[25] Michitsugu Ikuma. Maintenance of the undersea section of the Seikan Tunnel[J]. Tunnelling and Underground Space Technology, 2005, (20):143-149.
[26]李毕华.小间距隧道施工的现场实测与物理模型试验和数值模拟结果的对比研究[D].同济大学硕士论文,2007.3.
[27]杨会军,刘虹阳.浅埋暗挖小净距隧道应力集中现象分析[J].铁道工程学报, 2010, (1): 42-46.
[28]刘明贵,张国华,刘绍波等.大帽山小净距隧道群中夹岩累计损伤效应研究[J].岩石力学与工程学报,2009,28(7): 1363-1369.
[29]凌昌荣.偏压小间距隧道的荷载结构特性研究[D].同济大学硕士论文,2008.3.
[30]凌昌荣,张子新.偏压小间距隧道荷载结构计算模型研究[J].地下空间与工程学报, 2007, 3(6): 1148-1153.
[31]肖明清.小间距浅埋隧道围岩压力的探讨[J].现代隧道技术,2004,41(3): 7-10.
[32]舒志乐,刘保县,李月.偏压小净距隧道围岩压力分析[J].地下空间与工程学报, 2007, 3(3): 430-433.
[33]彭琦.浅埋软弱围岩小净距隧道施工技术与受力特征研究[D].中南大学硕士论文,2008.5.
[34]喻军,刘松玉,童立元.小净距隧道设计荷载的确定[J].东南大学学报,2008,38(5): 856-860.
[35]刘继国,郭小红.深埋小净距隧道围岩压力计算方法研究[J].公路,2009, (3): 200-204.
[36] Sang-lim No, Seung-hwan Noh, Sang-pil Lee, et al. Construction of long and large twin tube tunnel in Korea–Sapaesan tunnel[J]. Tunnelling and Underground Space Technology, 2006, (21): 393.
[37]孙文昊.土质地层中盾构隧道垂直荷载计算方法探讨[J].铁道工程学报, 2009 (10):69-73.
[38]齐静静,徐日庆,魏纲.双线平行盾构法隧道施工附加荷载的计算分析[J].岩土力学, 2009, 30(6): 1665-1670.
[39] I. Hudoba. Contribution to Static Analysis of Load-bearing Concrete Tunnel Lining Built by ohield-driven Technology[J]. Tunnelling and Underground pace Technology. 1997, 12(1): 55-58.
[40] X. Li, R. Flores-Berrones. Time-dependent behavior of partially sealed circular tunnels[J]. Computers and Geotechnics, 2002, (29): 433-449.
[41] Ling Xu, Hongwei Huang. Time effects in rock–support interaction: a case study in the construction of two road tunnels[J]. International Journal of Rock Mechanics & Mining Sciences, 2004, (41): 540.
[42] Shu-cai Li, Ming-bin Wang . Elastic analysis of stress–displacement field for a lined circular tunnel at great depth due to ground loads and internal pressure[J]. Tunnelling and Underground pace Technology. 2008, (23): 609-617.
[43] Shao-Ming Liao, Fang-Le Peng , Shui-Long Shen. Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction[J]. Tunnelling and Underground pace Technology. 2008, (23): 421-430.
[44]李围,何川.盾构隧道近接下穿地下大型结构施工影响研究[J].岩土工程学报,2006,28(10): 1278-1282.
[45] Y.-M. Hsieh, A.J. Whittle. A computational strategy for solving three-dimensional tunnel excavation problems[J]. Computational Fluid and Solid Mechanics. 2003, ??: 324-328.
[46] C.Y. Cheng, G.R. Dasari a, C.F. Leung, et al. 3D numerical study of tunnel-soil-pile interaction[J]. Tunnelling and Underground Space Technology, 2004, (19): 381-382.
[47] H. Mroueh, I. Shahrour. A full 3-D finite element analysis of tunneling–adjacent structures interaction[J]. Computers and Geotechnics, 2003, (30): 245-253.
[48]李宁,王柱,韩煊,等.地铁开挖对上部桩基变形的影响研究[J].土木工程学报,2006,39(10): 107-111.
[49]刘艳青,钟世航,卢汝绥.小净距并行隧道力学状态的试验研究[J].岩石力学与工程学报,2000,19(5): 590-594.
[50]杜菊红.小间距隧道动态施工力学研究[D].同济大学博士论文,2008.3.
[51]胡建明,张永兴.小净距公路隧道施工相互作用的有限元分析[J].重庆建筑大学学报,2006,28(6): 68-71.
[52] Murat Karakus, Aydin Ozsan, Hakan Basarir. Finite element analysis for the twin metro tunnel constructed in Ankara Clay, Turkey[J]. Bull Eng Geol Env, 2007, (66): 71-79.
[53]李云鹏,王芝银,韩常领,等.不同围岩类别小间距隧道施工过程模拟研究[J].岩土力学,2006,27(1): 11-16.
[54]夏才初,龚建伍,唐颖,等.大断面小净距公路隧道现场监测分析研究[J].岩石力学与工程学报,2007, 26(1): 44-50.
[55]杨小礼,眭志荣.浅埋小净距偏压隧道施工工序的数值分析[J].中南大学学报(自然科学版), 2007, 38(4): 764-770.
[56]彭琦,罗威,李亮.浅埋偏压小净距隧道施工力学数值分析[J].铁道建筑, 2009, (12): 34-37.
[57]吴波,高波,索晓明.城市地铁小间距隧道施工性态的力学模拟与分析[J].中国公路学报, 2005, 18(3): 84-89.
[58]郑光辉.公路连拱隧道与小净距隧道施工力学特征对比研究[D].西南交通大学硕士论文,2007.5.
[59]赵旭峰,王春苗,孙景林,等.盾构近接隧道施工力学行为分析[J].岩土力学,2007,28(2): 409-414.
[60] Bin-Lin Chu, Sung-Chi Hsu, Yi-Long Chang, et al. Mechanical behavior of a twin-tunnel in multi-layered formations[J]. Tunnelling and Underground Space Technology, 2007, (22): 351-362.
[61] I. Yamaguchi, I. Yamazaki,Y. Kiritani. Study of ground-tunnel interactions of four shield tunnels driven in close proximity, in relation to design and construction of parallel shield tunnels[J]. Tunnelling and Underground pace Technology. 1998, 13(3): 288-304.
[62] J.S. Yang, L. Yan, S.J. Deng, et al. Interactions of four tunnels driven in squeezing fault zone of Wushaoling Tunnel[J]. Tunnelling and Underground Space Technology, 2006, (21): 359.
[63]郑余朝.三孔并行盾构隧道近接施工的影响度研究[D].西南交通大学博士论文, 2006.12.
[64] Sang-Hwan Kim. Interaction behaviours between parallel tunnels in soft ground[J]. Tunnelling and Underground Space Technology, 2004, (19): 448.
[65]白廷辉,李文勇.江中段近距离盾构施工相互影响及治理.地下铁道,文集.1999.
[66]黄朱林.复杂城市地下立交工程施工力学行为研究[D].西南交通大学硕士论文, 2007.5.
[67]龚伦.上下交叉隧道近接施工力学原理及对策研究[D].西南交通大学博士论文, 2007.12.
[68]郭宏博.上下交叉隧道近接施工影响分区研究[D].西南交通大学硕士论文, 2008.6.
[69]愈涛.地铁盾构隧道近接施工影响的数值模拟及模型试验研究[D].西南交通大学硕士论文,2005.11.
[70]颜勤.互通式地下立交隧道施工力学研究及方案优化[D].重庆大学硕士论文,2007.
[71]林志,李勇,靳晓光.大型江底地下互通式立交枢纽建造技术研究[J].土木工程学报,2010, 43(2): 110-118.
[72]兰州铁道学院《隧道工程》编写组.隧道工程[M].北京:人民铁道出版社, 1977.
[73]孙钧,侯学渊.地下结构[M].北京:科学出版社,1987.
[74]重庆交通科研设计院.公路隧道设计规范[M].北京:人民交通出版社,2004.
[75] L. GriIIop, F. Alessandrinib, R. Meriggi. A new system for the construction of large shallow tunnels by microtunnelling technology[J]. Trenchless Technol. Res., 2000, 15(1): 43-58.
[76] C. Callari. Coupled numerical analysis of strain localization induced by shallow tunnels in saturated soils[J]. Computers and Geotechnics, 2004, (31): 193-207.
[77]老大中.变分方法基础[M].北京:国防工业出版社, 2004.
[78]孙振绮,邢继祥.变分法与最优控制[M].哈尔滨:哈尔滨工业出版社, 1987.
[79]夏远发.二维边坡稳定性变分分析理论与实践[J].有色金属,1993,45(2): 14-19.
[80]尤明庆.均质土坡滑动面的变分法分析[J].岩石力学与工程学报, 2006, 25(增1):2735-2745.
[81] H.卡斯特奈,同济大学《隧道与坑道静力学》翻译组译.隧道与坑道静力学[M].上海:上海科学技术出版社,1980.
[82]汪宏,蒋超.浅埋偏压隧道洞口坍方数值分析与处治[J].岩土力学, 2009, 30(11): 3481-3485.
[83]郭海满,刘成禹,杨建成,等.浅埋隧道上覆建筑的稳定性研究[J].铁道工程学报, 2009, (7): 84-88.
[84] H. Basarir , A. Ozsan, M. Karakus. Analysis of support requirements for a shallow diversion tunnel at Guledar dam site, Turkey[J]. Engineering Geology, 2005, (81): 131-145.
[85] K. Kucuk , M.Genis , T.Onargan ,et al. Chemical injection to prevent building damage induced by groundwater drainage from shallow tunnels[J]. International Journal of Rock Mechanics & Mining Sciences, 2009, (46): 1136-1143.
[86] Wei-I. Chou, Antonio Bobet. Predictions of ground deformations in shallow tunnels in clay[J]. Tunnelling and Underground Space Technology, 2003, (18): 93-94.
[87] Enrico Maria Pizzarotti , Claudio Fiumara, Lorenzo Verzani. Settlements control in driving a shallow tunnel[J]. Tunnelling and Underground Space Technology, 2006, (21): 396.
[88] A. Verruijt. A complex variable solution for a deforming circular tunnel in an elastic half-plane[J]. international journal for numerical and analytical methods in geomechanics, 1997, (21): 77-89.
[89]林刚,何川.浅埋连拱隧道实体中墙设计荷载研究[J].现代隧道技术, 2006, 43(5): 60-65.
[90] B.B.索珂洛甫斯基,林鸿荪译.论松散介质的极限平衡[M].北京:中国科学院出版,1954.
[91] B.B.索珂洛甫斯基,徐志英译.松散介质静力学[M].北京:地质出版社,1956.
[92]陈希哲.土力学与地基基础[M].北京:清华大学出版社,2004.
[93]邓光辉.公路连拱隧道与小净距隧道施工力学特征对比研究[D].西南交通大学硕士学位论文,2007.
[94]关宝树.隧道工程设计要点集[M].北京:人民交通出版社,2003.
[95] E.Hoek, E.T.Brown. Underground excavations in rock[M]. The institution of mining and metallurgy, 1980 .
[96]高家美.光弹性法在矿山工程中的应用煤炭工业出版社[M]. 1989.
[97] Tae-Hyun Baek, Christian P. Burger. Accuracy improvement technique for measuring stress intensity factors in photoelastic experiment[J]. KSME Journal, 1991, 5(l): 22-27.
[98]靳晓光,李晓红,杨春和,等.深埋隧道围岩-支护结构稳定性研究岩土力学[J]. 2005, 26(9): 1473-1476.
[99] SUN Xiao-ming, CAI Feng1, YANG Jun1, et al. Numerical simulation of the effect of coupling support of bolt-mesh-anchor in deep tunnel[J]. Mining Science and Technology, 2009, (19): 352-357.
[100]刘景儒.滇藏铁路玉峰寺深埋隧道重大工程地质问题研究[D].中国地质科学院博士学位论文,2007.
[101]王汉鹏,李术才,张强勇.分岔隧道模型试验与数值模拟超载安全度研究[J].岩土力学, 2008, 29(9): 2521-2526.
[102]钱七虎.深部岩体工程响应的特征科学现象及“深部”的界定[J].东华理工学院学报,2004,27(1): 1-5.
[103]周小平,钱七虎.深埋巷道分区破裂化机制[J].岩石力学与工程学报,2007,26(5): 877-885.
[104]张强勇,陈旭光,林波,等.深部巷道围岩分区破裂三维地质力学模型试验研究[J].岩石力学与工程学报, 2009, 28(9): 1757-1766.
[105] H.И. Mycxeлищвили著,赵惠元译,王柔怀等校.数学弹性力学的几个基本问题[M].科学出版社,1958.
[106] H. G. Georgiadis, A. P. Rigatos, N. C. Charalambakis. Dynamic stress concentration around a hole in a viscoelastic plate[J]. Acta Mechanica, 1995, 111: 1-12.
[107] J. Yoon, C. Q. Ru, A. Mioduchowski. Effect of a thin surface coating layer on thermal stresses within an elastic half-plane[J]. Acta Mechanica, 2006, 185: 227-243.
[108] A. Verruijt. Deformations of an elastic half plane with a circular cavity[J]. Internationaljournal of Solids and Structures, 1998, 35(21): 2795-2804.
[109] IC.B. Kooi, A. Verruijt. Interaction of circular holes in an infinite elastic medium[J]. Tunnelling and Underground Space Technology. 2001,(16): 59-62.
[110]吕爱钟.非圆形铜室封闭整体式支护映射函数确定的新方法[J].岩土工程学报, 1995, 17(4): 38-44.
[111]曾小清,曹志远.半解析数值法在地铁工程双线隧道分析中的应用[J].工程力学, 1998, 15(1): 46-52.
[112]刘杰,盖秉政.半圆孔表面祸合动态热应力的复变函数解[J].哈尔滨工业大学学报, 2001, 6(1): 103-106.
[113]陆文超,仲政,王旭.浅埋隧道围岩应力场的解析解[J],力学季刊, 2003, 24(1): 50-54.
[114]王桂林.岩石洞室地基稳定性研究[D].重庆大学博士论文, 2004.
[115]朱大勇,钱七虎,周早生,等.复杂形状洞室映射函数的新解法[J].岩石力学与工程学报, 1999, 18(3): 279-283.
[116] CHIH-BING LING. On the stresses in a plate containing two circular holes[J]. JOURNAL OF APPLIED PHYSICS, 1948, (19): 77-82.
[117]吕爱钟,张路青.地下隧洞力学分析的复变函数方法[M].科学出版社, 2007.
[118]蔡美峰,何满潮,刘东燕.岩石力学与工程[M].北京:科学出版社,2005.
[119]杨桂通.弹塑性力学引论[M],北京:清华大学出版社,2006.
[120]关宝树.隧道力学概论[M].成都:西南交通大学出版社,1993.
[121] Jeffery, G. B. Plane stress and plane strain in bipolar coordinates[J]. transactions of the Royal Society Series, 1920, (A 221): 265-293.
[122]重庆朝天门两江隧道预可研究成果汇报[R].重庆:重庆交通科研设计院, 2007.
[123]朱咸,温灼如.利用水文模型试验检验单位线法的基本假定[J].水利学报, 1959: 42-52.
[124]桥隧系力学教研组.大桥水平及断面支撑系的模型试验[J].兰州交通大学学报, 1960, 2: 55-65.
[125]林培源,田美玲.地下结构物模型试验的模拟规律[J].土木工程学报, 1963(5): 31-37.
[126]景诗庭.衬砌结构模型试验[J].唐山铁道学院学报,1964(4): 47-55.
[127] David N. Chapman, Sung K. Ahn, Dexter V.L. Hunt, et al. The use of model tests to investigate the ground displacements associated with multiple tunnel construction in soil[J]. Tunnelling and Underground Space Technology, 2006, (21): 413.
[128] Hirohisa Kamata, Hideto Mashimo. Centrifuge model test of tunnel face reinforcement by bolting[J]. Tunnelling and Underground Space Technology, 2003, (18): 205-212.
[129] Jong-Ho Shin, Yong-Ki Choi, Oh-Yeob Kwon, et al. Model testing for pipe-reinforced tunnel heading in a granular soil[J]. Tunnelling and Underground Space Technology, 2008,(23): 241-250.
[130] Zhou Song, Wang Yingyi, Huang Xingchun. Experimental study on the effect of injecting slurry inside a jacking pipe tunnel in silt stratum[J]. Tunnelling and Underground Space Technology, 2009, (24): 466-471.
[131] A. Juneja, A. Hegde, F.H. Lee, et al. Centrifuge modelling of tunnel face reinforcement using forepoling[J]. Tunnelling and Underground Space Technology, 2010, (25): 377-381.
[132] C.J. Lee, B.R. Wu, H.T. Chen. Tunnel stability and arching effects during tunneling in soft clayey soil[J]. Tunnelling and Underground Space Technology, 2006, (21): 119-132.
[133] H.W. Huang, L. Xu, J.L. Yan. The longitudinal model test of shield tunnel[J]. Tunnelling and Underground Space Technology, 2006, (21): 418-419.
[134] Seok-Won Lee, Gyu-Jin Bae, Chung-Sik Choi, et al. Reduced-scale model tests for cut and cover tunnels subjected to eccentric load[J]. Tunnelling and Underground Space Technology, 2004, (19): 481.
[135] Yong-Joo Lee, Richard H. Bassett. Influence zones for 2D pile–soil-tunnelling interaction based on model test and numerical analysis[J]. Tunnelling and Underground Space Technology, 2007, (22): 325-342.
[136] G.W. Byun, D.G. Kim, S.D. Lee. Behavior of the ground in rectangularly crossed area due to tunnel excavation under the existing tunnel[J]. Tunnelling and Underground Space Technology, 2006, (21): 361.
[137]蒋树屏,黄伦海,宋从军.利用相似模拟方法研究公路隧道施工力学形态[J].岩石力学与工程学报, 2002, 21(5): 662-666 .
[138]吴梦军,黄伦海.四车道公路隧道动态施工力学研究[J].岩石力学与工程学报,2006,25(增1): 3057-3062.
[139]赵明阶,敖建华,刘绪华,等.岩溶尺寸对隧道围岩稳定性影响的模型试验研究[J].岩石力学与工程学报, 2004, 23(2): 213-217.
[140]张强勇,李术才,郭晓红.组合式地质力学模型试验系统及其在分岔隧道工程中的应用[J].岩土工程学报, 2007, 29(9): 1337-1343.
[141]张强勇,李术才,郭小红,等.铁晶砂胶结新型岩土相似材料的研制及其应用[J].岩土力学, 2008, 29(8): 2126-2130.
[142]何川,封坤,杨雄.南京长江隧道超大断面管片衬砌结构体的相似模型试验研究[J].岩石力学与工程学报, 2007, 26(11): 2260-2269.
[143]孙铁成,高波,王峥峥.双洞隧道洞口段抗减震模型试验研究[J].岩土力学, 2009, 30(7): 2021-2026.
[144]张辉,张子新,黄宏伟,等.偏压错台小净距隧道力学性态相似模型试验[J].同济大学学报(自然科学版), 2009, 32(2): 169-175.
[145]刘涛,沈明荣,陶履彬,等.连拱隧道动态施工模型试验与三维数值仿真模拟研究[J].岩石力学与工程学报, 2006, 25(9):1802-1808.
[146]鞠杨,徐广泉,毛灵涛,等.盾构隧道衬砌结构应力与变形的三维数值模拟与模型试验研究[J].工程力学, 2005, 22(3): 157-156.
[147]李丹,夏彬伟,陈浩,等.缓倾角层理各向异性岩体隧道稳定性的物理模型试验研究[J].岩土力学, 2009, 30(7): 1933-1938.
[148]蔡海兵,程桦,彭立敏,等.地铁双线隧道水平冻结位移场的模型试验[J].岩石力学与工程学报, 2009, 28(10): 2088-2095.
[149]李之光.相似与模化[M].北京:国防工业出版社, 1982.
[150]江守一朗,等著,郭廷玮,李安定译.模型实验的理论和应用[M].北京:科学出版社, 1984.
[151]龚召熊,陈进.岩石力学模型试验及其在三峡工程中的应用与发展[M].北京:中国水利水电出版社, 1996.
[152]周小文,濮家骝.隧洞结构受力及变形特征的离心模型试验研究[J].清华大学学报(自然科学版), 2001, 41(8): 110-112, 116.
[153]杜菊红,黄宏伟.偏压、错台小间距隧道施工位移场动态模拟分析[J].岩土力学, 2009, 30(4): 1102-1108.
[154] C.S. Wu, J.X. Li , X. Chen. Blasting in twin tunnels with small spacing and its vibration control[J]. Tunnelling and Underground Space Technology. 2004, (19): 518.
[155]龚建伍,夏才初,郑志东,等.鹤上三车道小净距隧道爆破振动测试与分析[J].岩石力学与工程学报, 2007, 26(9): 1882-1887.
[156] Seokwon Jeon, Jongwoo Kim, Youngho Seo, et al. Effect of a fault and weak plane on the stability of a tunnel in rock– a scaled model test and numerical analysis[J]. Int. J. Rock Mech. Min. Sci. 2004, 41(3): 1-6.
[157]王勖成.有限单元法[M].北京:清华大学出版社,2002.
[158]吴德伦,黄质宏,赵明阶.岩石力学[M].重庆:重庆大学出版社,2002.
[159]张学言,闫澎旺.岩土塑性力学基础[M].天津:天津大学出版社,2004.
[160]中华人民共和国建设部.建筑抗震设计规范[S].北京:中国标准出版社,2008.
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |