参考文献
参考文献
[1]林永国,廖少明,刘国彬.地铁隧道纵向变形影响因素的探讨[J].地下空间,2000,20(04):264-267.
[2]刘庭金,陈思威,叶振威.堆载诱发盾构隧道病害及结构安全分析[J].铁道工程学报,2019,36(11):67-73.
[3]范垚垚,郭晓航,邓指军,等.正上方加卸载对盾构隧道变形的影响分析[J].施工技术,2014,43(07):107-109.
[4]邵华,黄宏伟,张东明,等.突发堆载引起软土地铁盾构隧道大变形整治研究[J].岩土工程学报,2016,38(06):1036-1043.
[5]Hwang R,Chen B,Wu T.Damage to a Metro Tunnel Due to Adjacent Excavation[M].New Delhi:Springer India,2015,369-377.
[6]林平,夏汉庸,郑云文.基坑开挖引起的隧道变形事故处理效果分析[J].西部探矿工程,2014,26(11):159-163.
[7]陈仁朋,孟凡衍,李忠超,等.邻近深基坑地铁隧道过大位移及保护措施[J].浙江大学学报(工学版),2016,50(05):856-863.
[8]Zhang C,Zhu J,Huang M,etc.Winkler load-transfer analysis for pipelines subjected to surface load[J].Computers and Geotechnics,2019,111(07):147-156.
[9]Liang F,Yuan Q,Song Z,etc.Longitudinal responses of shield tunnel subjected to surcharge considering dislocation[J].Proceedings of the Institution of Civil Engineers—Geotechnical Engineering,2021,174(4):342-354.
[10]Liang R,Xia T,Huang M,etc.Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect[J].Computers and Geotechnics,2017,81(01):167-187.
[11]魏纲,张鑫海,林心蓓,等.基坑开挖引起的旁侧盾构隧道横向受力变化研究[J].岩土力学,2020,41(02):635-644.
[12]Verruijt A,Booker J.Surface settlements due to deformation of a tunnel in anelastic half plane[J].Géotechnique,1996,46(4):753-756.
[13]Loganathan N,Poulos H.Analytical prediction for tunneling-induced ground movements in clays[J].Journal of Geotechnical and Geoenvironmental Engineering,1998,124(9):846-856.
[14]Cheng H,Chen R,Wu H,etc.A simplified method for estimating the longitudinal and circumferential behaviors of the shield-driven tunnel adjacent to a braced excavation[J].Computers and Geotechnics,2020,123:103595.
[15]Bufler H.Theory of elasticity of a multilayered medium[J].Journal of Elasticity,1971,1(02):125-143.
[16]Bahar L.Transfer matrix approach to layered systems.[J].Eng Mech Div ASCE,1972,98(05):1159-1172.
[17]Booker J,Small A.Finite layer analysis of consolidation[J].International Journal for Numerical and Analytical Methods in Geomechanics,1982,6(02):151-171.
[18]王凯.N层弹性连续体系在圆形均布垂直荷载作用下的力学计算[J].土木工程学报,1982,15(02):65-76.
[19]钟阳,王哲人,郭大智.求解多层弹性半空间轴对称问题的传递矩阵法[J].土木工程学报,1992,25(6):37-42.
[20]钟阳,王哲人,郭大智.求解多层弹性半空间非轴对称问题的传递矩阵法[J].土木工程学报,1995,28(1):66-72.
[21]钟阳,张永山.求解多层弹性半空间轴对称问题的精确刚度矩阵法[J].力学季刊,2003,24(3):395-400.
[22]艾智勇,吴超.三维直角坐标系下分层地基的传递矩阵解[J].重庆建筑大学学报,2008(02):43-46.
[23]张治国,黄茂松,王卫东.层状地基中隧道开挖对临近既有隧道的影响分析[J].岩土工程学报,2009,31(4):600-608.
[24]梁发云,袁强,李家平,张少夏.堆载作用下土体分层特性对地铁隧道纵向变形的影响研究[J].岩土工程学报,2020,42(01):63-71.
[25]姜启元,管攀峰,叶蓉.软土盾构隧道的纵向变形分析[J].地下工程与隧道,1999,4:2-6.
[26]戴宏伟,陈仁朋,陈云敏.地面新施工荷载对临近地铁隧道纵向变形的影响分析研究[J].岩土工程学报,2006,28(03):312-316.
[27]王涛,李浩,徐日庆.上方大面积加(卸)载引起盾构隧道的变形分析[J].现代交通技术,2005,5(3):29-31.
[28]李春良,王国强,赵凯军,朱春凤.地面荷载作用盾构隧道纵向力学行为[J].吉林大学学报(工学报),2011,41:180-184.
[29]黄栩,黄宏伟,张冬梅.开挖卸荷引起下卧已建盾构隧道的纵向变形研究[J].岩土工程学报,2012,34(07):1241-1249.
[30]璩继立,潘荣,唐瑞东.基于双面弹性地基梁的隧道纵向变形研究[J].水资源与水工程学报,2016,125(01):190-194.
[31]高继锦.隧道穿越交叉节点的受力变形特性及简化算法[D].上海:上海交通大学,2017.
[32]魏纲,俞国骅,洪文强.地面堆载引起下卧盾构隧道剪切错台变形计算研究[J].中南大学学报(自然科学版),2018,49(07):1775-1783.
[33]康成,梅国雄,梁荣柱,等.地表临时堆载诱发下既有盾构隧道纵向变形分析[J].岩土力学,2018,39(12):4605-4616.
[34]Zhang D,Huang Z,Li Z,etc.Analytical solution for the response of an existing tunnel to a new tunnel excavation underneath[J].Computers and Geotechnics,2019,108(04):197-211.
[35]戚科骏,王旭东,蒋刚,等.临近地铁隧道的深基坑开挖分析[J].岩石力学与工程学报,2005,24(S2):5485-5489.
[36]叶耀东.软土地区运营地铁盾构隧道结构变形及健康诊断方法研究[D].上海:同济大学,2007.
[37]郑刚,杜一鸣,刁钰,等.基坑开挖引起邻近既有隧道变形的影响区研究[J].岩土工程学报.2016,38(04):599-612.
[38]张治国,张孟喜,王卫东.基坑开挖对临近地铁隧道影响的两阶段分析方法[J].岩土力学.2011,32(07):2085-2092.
[39]伍尚勇,杨小平,刘庭金.双侧深基坑施工对紧邻地铁隧道变形影响的分析[J].岩石力学与工程学报.2012,31(S1):3452-3458.
[40]葛世平,谢东武,丁文其,等.盾构管片接头简化数值模拟方法[J].岩土工程学报,2013,35(09):1600-1605.
[41]彭益成,丁文其,朱合华,等.盾构隧道衬砌结构的壳-接头模型研究[J].岩土工程学报,2013,35(10):1823-1829.
[42]苏宗贤,何川.盾构隧道纵向变形附加内力的壳-弹簧-接触模型数值分析[J].现代隧道技术,2015,52(06):70-76.
[43]卢岱岳,徐国文,王士民.加卸载对盾构隧道材料损伤和结构特性的影响[J].西南交通大学学报,2017,52(06):1104-1112.
[44]孙文波.地面堆载对盾构隧道变形影响的有限元分析[J].甘肃科技,2018,34(16):75-76.
[45]张冬梅,刘杰,李保军,等.大直径盾构隧道斜螺栓环缝抗剪特性研究[J].中国公路学报,2020,33(12):142-153.
[46]桑运龙,刘学增,张强.基于螺栓-凹凸榫连接的地铁盾构隧道管片环缝接头刚度分析及应用[J].隧道建设(中英文),2020,40(01):19-27.
[47]应宏伟,程康,俞建霖,等.考虑地基变形连续的基坑开挖诱发邻近盾构隧道位移预测[J].浙江大学学报(工学版),2021,55(02):318-329.
[48]张冬梅,邹伟彪,闫静雅.软土盾构隧道横向大变形侧向注浆控制机理研究[J].岩土工程学报,2014,36(12):2203-2212.
[49]周书扬.钢板加固地铁盾构隧道纵缝接头承载性能的数值研究[D].广州:华南理工大学,2015.
[50]Zhao H,Liu X,Bao Y,etc.Simplified nonlinear simulation of shield tunnel lining reinforced by epoxy bonded steel plates[J].Tunnelling and Underground Space Technology,2016,51(01):362-371.
[51]郭健.盾构隧道注浆抬升管片的效率研究[J].铁道建筑技术,2016(09):18-20.
[52]Qiu J,Liu H,Lai J,etc.Investigating the long-term settlement of a tunnel built over improved loessial foundation soil using jet grouting technique[J].Journal of Performance of Constructed Facilities,2018,32(05):4018066.
[53]Zhang D,Liu Z,Wang R,etc.Influence of grouting on rehabilitation of an overdeformed operating shield tunnel lining in soft clay[J].Acta Geotechnica,2019,14(04):1227-1247.
[54]Zhang D,Zhai W,Huang H,etc.Robust retrofitting design for rehabilitation of segmental tunnel linings:Using the example of steel plates[J].Tunnelling and Underground Space Technology,2019,83:231-242.
[55]Byun G,Kim D,Lee S.Behavior of the ground in rectangularly crossed area due to tunnel excavation under the existing tunnel[J].Tunnelling and Underground Space Technology.2006,21(3-4):361.
[56]吴庆,杜守继.地面堆载对既有盾构隧道结构影响的试验研究[J].地下空间与工程学报,2014,10(01):57-66.
[57]黄大维,周顺华,冯青松,等.盾构隧道与地层相互作用的模型试验设计[J].铁道学报,2018,40(06):127-135.
[58]张明告,周顺华,黄大维,等.地表超载对地铁盾构隧道的影响分析[J].岩土力学,2016,37(08):2271-2278.
[59]李占峰.深基坑开挖对地铁结构的影响研究[D].西安:长安大学,2017.
[60]高继锦,黄彪,张威,等.地面堆载条件下交叉穿越隧道的竖向位移计算方法研究[J].隧道建设(中英文),2018,38(05):818-823.
[61]张玉伟,谢永利,翁木生.非对称基坑开挖对下卧地铁隧道影响的离心试验[J].岩土力学,2018,39(07):2555-2562.
[62]梁发云,方衍其,袁强,等.软、硬地层中局部堆载对隧道横向变形影响的试验研究[J].同济大学学报(自然科学版),2021,49(03):322-331.
[63]毕湘利,柳献,王秀志,等.内张钢圈加固盾构隧道结构极限承载力的足尺试验研究[J].土木工程学报,2014,47(11):128-137.
[64]柳献,唐敏,鲁亮,等.内张钢圈加固盾构隧道结构承载能力的试验研究——整环加固法[J].岩石力学与工程学报,2013,32(11):2300-2306.
[65]刘庭金,黄鸿浩,许饶,等.粘贴钢板加固地铁盾构隧道承载性能研究[J].中国公路学报,2017,30(08):91-99.
[66]柳献,张晨光,张衍,等.复合腔体加固盾构隧道纵缝接头试验研究[J].铁道科学与工程学报,2015,12(02):376-383.
[67]任天宇,刘树亚,柳献.波纹钢板加固盾构隧道衬砌管片抗弯性能试验研究[J].隧道建设(中英文),2019,39(02):317-323.
[68]Huang M,Zhang C,Li Z.A simplified analysis method for the influence of tunneling on grouped piles[J].Tunnelling and Underground Space Technology,2009,24(04):410-422.
[69]Li P,Du S,Shen S,etc.Timoshenko beam solution for the response of existing tunnels because of tunneling underneath[J].International Journal for Numerical and Analytical Methods in Geomechanics,2016,40:766-784.
[70]Peng W,Zhao M,Zhao H,etc.A two-pile foundation model in sloping ground by finite beam element method[J].Computers and Geotechnics,2020,122(06):103503.
[71]Kerr A.On the determination of foundation model parameters[J].Journal of Geotechnical Engineering,1985,111(11):1334-1340.
[72]Klar A,Vorster T,Soga K,etc.Soil-pipe interaction due to tunnelling:comparison between Winkler and elastic continuum solutions[J].Geotechnique,2005,55(06):461-466.
[73]Vesic A B.Bending of beams resting on isotropic elastic solid[J].Journal of the Engineering Mechanics Division,1961,87(02):35-54.
[74]俞剑,张陈蓉,黄茂松.被动状态下地埋管线的地基模量[J].岩石力学与工程学报,2012,31(01):123-132.
[75]Yu J,Zhang C,Huang M.Soil-pipe interaction due to tunnelling:Assessment of Winkler modulus for underground pipelines[J].Computer and Geotechnics,2013,50(05):17-28.
[76]Liang R, Wu W,Yu F.Simplified method for evaluating shield tunnel deformation due to adjacent excavation[J].Tunnelling and Underground SpaceTechnology,2018,71(01):94-105.
[77]Tanahashi H.Formulas for an infinitely long Bernoulli-Euler beam on the Pasternak model[J].Soils and foundations,2004,44(05):109-118.
[78]梁发云,李彦初,黄茂松.基于Pasternak双参数地基模型水平桩简化分析方法[J].岩土工程学报,2013,35(z1):300-304.
[79]徐凌.软土盾构隧道纵向沉降研究[D].上海:同济大学,2005.
[80]王如路.上海地铁盾构隧道纵向变形分析[J].地下工程与隧道,2009(4):1-7.
[81]Shen S,Wu H,Cui Y,etc.Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai[J].Tunnelling and Underground Space Technology,2014,40(02):309-323.
[82]Wu H,Shen S,Liao S,etc.Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings[J].Tunnelling and Underground Space Technology,2015,50(08):317-323.
[83]李俊昱,钱建固,茹治敏,等.高填方对分层地基地埋管线影响的三维分析方法[J].岩土工程学报(增2),2015,37(增2):65-69.
[84]叶飞,何川,朱合华,等.考虑横向性能的盾构隧道纵向等效刚度分析[J].岩土工程学报,2011,33(12):1870-1876.
[85]Shiba Y,Kawashima K,Obinata N,etc.An evaluation method of longitudinal stiffness of shield tunnel linings for application to seismic response analyses[J].Doboku Gakkai Ronbunshu,1988,398:319-327[in Japanese].
[86]刘建航,侯学渊.盾构法隧道[M].北京:中国铁道出版社,1991.
[87]Huang H,Shao H,Zhang D,etc.Deformational Responses of Operated Shield Tunnel to Extreme Surcharge:a Case Study[J].Structure and Infrastructure Engineering,2017,13(03):345-360.
[88]王如路,张冬梅.超载作用下软土盾构隧道横向变形机理及控制指标研究[J].岩土工程学报,2013,35(06):1092-1101.
[89]Gong C,Ding W,Soga K,etc.Failure mechanism of joint waterproofing in precast segmental tunnel linings[J].Tunnelling and Underground Space Technology,2019,84(02):334-352.
[90]黄大维,周顺华,冯青松,等.地表超载对软、硬地层中既有盾构隧道影响的试验研究[J].岩土工程学报,2019,41(05):942-949.
[91]方衍其.堆载作用下地铁盾构隧道横向变形机理与保护修复技术研究[D].上海:同济大学,2022.
[92]Yuan Y,Yang Y,Zhang S,etc.A benchmark 1 g shaking table test of shallow segmental mini-tunnel in sand[J].Bulletin of Earthquake Engineering,2020,18(11):5383-5412.
[93]袁勇,包蓁,禹海涛,等.考虑行波效应的盾构隧道多点振动台试验[J].中国公路学报,2017,30(08):174-182.
[94]Yi H,Qi T,Qian W,etc.Influence of long-term dynamic load induced by highspeed trains on the accumulative deformation of shallow buried tunnel linings[J].Tunnelling and Underground Space Technology,2019,84(02):166-176.
[95]Kondner R L.Hyperbolic stress-strain response:cohesive soils[J].Journal of the Soil Mechanics and Foundations Division,ASCE,1963,89(01):115-143.
[96]Duncan J M,Chang C Y.Nonlinear analysis of stress and strain in soils[J].Journal of the Soil Mechanics and Foundations Division,ASCE,1970,96(05):1629-1653.
[97]Drucker D C,Prager W.Soil mechanics and plastic analysis or limit design[J].Quarterly of Applied Mathematics,1952,10(02):157-165
[98]Drucker D C,Gibson R E,Henkel D J.Soil mechanics and work-harding theories of plasticity[C].Proc.ASCE Tran.1957,122:338-346
[99]Roscoe K H,Schofield A N,Thurairajah A.Yielding of clay in states wetter than critical[J].Geotechnique,1963,13(03):211-240
[100]Roscoe K H,Burland J B.On the generalized stress-stain behavior of“wet”clay[C].Engineering Plasticity,London:Cambridge University Press,1968:535-609
[101]Schanz T,Vermeer P A,Bonnier P G.The hardening soil model:formulation and verification[C].Beyond 2000 in computational geotechnics,10 Years of PLAXIS International.Proceedings of the international symposium,Amsterdam,1999:281-296.
[102]Hardin B O,Drnevich V P.Shear modulus and damping in soils[J].Journal of the Soil Mechanics and Foundations Division,1972,98(07):667-692.
[103]Benz T.Small strain stiffness of soils and its numerical consequences[D].Stuttgart:University of Stuttgart,2006.
[104]梁发云,贾亚杰,丁钰津,等.上海地区软土HSS模型参数的试验研究[J].岩土工程学报,2017,39(02):269-278.
[105]王卫东,王浩然,徐中华.基坑开挖数值分析中土体硬化模型参数的试验研究[J].岩土力学,2012,33(08):2283-2290.
[106]陈峰.无锡地铁基坑典型地层本构模型适应性研究[D].上海:同济大学,2011.
[107]刘畅.考虑土体不同强度与变形参数及基坑支护空间影响的基坑支护变形与内力研究[D].天津:天津大学,2008.
[108]周恩平.考虑小应变的硬化土本构模型在基坑变形分析中的应用[D].哈尔滨:哈尔滨工业大学,2010.
[109]包慧棣,吴俊壁,徐存森.用共振柱法测定上海地区粘性土动力特性参数[J].勘察科学技术,1989(02):18-23.
[110]江娟.上海软土小应变特性与长期变形规律试验研究[D].上海:同济大学,2009.
[111]Vucetic M,Dobry R.Effect of soil plasticity on cyclic response[J].Journal of Geotechnical Engineering,1991,117(01):89-107.
[112]Stokoe K H,Darendeli M B,Gilbert R B,et al.Development of a new family of normalized modulus reduction and material damping curves[C]//Proc.,NSF/PEER Int.Workshop on Uncertainties in Nonlinear Soil Properties and their Impact on Modeling Dynamic Soil Response, Univ.of California at Berkeley.2004.
[113]王卫东,王浩然,徐中华.上海地区基坑开挖数值分析中土体HS-Small模型参数的研究[J].岩土力学,2013,34(06):1766-1774.
[114]王浩然.上海软土地区深基坑变形与环境影响预测方法研究[D].上海:同济大学,2012.
[115]Janssen,P.Tragverhalten von Tunnelausbauten mit Gelenktuebbings[R].University of Braunschweig,Department of civil engineering,Institute for structural analysis,1983.
[116]Luttikholt,A.Ultimate limit state analysis of a segmented tunnel lining[R].TuDelft University of Technology,Holand,1983.
[117]ZSOIL.PC 2018 User manual.Zace Services Ltd,Switzerland,2018.
[118]周群,沈玺,李筱旻.软土地区盾构隧道横向变形特征研究[J].浙江水利水电学院学报,2020,32(01):47-51.
[119]上海市住房和城乡建设管理委员会.基坑工程技术标准DG/TJ 08-61-2018[S].2018.
[120]刘国彬,王卫东.基坑工程手册(第二版)[M].北京:中国建筑工业出版社,2009.
[121]郭鹏飞,杨龙才,周顺华,等.基坑开挖引起下卧隧道隆起变形的实测数据分析[J].岩土力学,2016,37(s2):613-621.