引文
[1]陈卫军,朱忠隆.近距离交叠隧道研究现状及评析[J].现代隧道技术,2002,39(1):42-47.CHEN Wei-jun,ZHU Zhong-long.A review on the technology used in closely overlapped tunnels[J].Modern Tunnelling Technology,2002,39(1):42-47.
[2]周文波,胡珉.隧道叠交施工地层移动的数学模型[J].地下工程与隧道,2000,(4):46-50.ZHOU Weng-bo,HU Min.The mathematics model of the layer movement of the overlapped tunnel[J].Under-grourd Engineering and Tunnels,2000,(4):46-50.
[3]WEN J POH,NG Y W.Design considerations for bored tunnels at close proximity[J].Tunnelling and Under-ground Space Technology,2004,19(4):468-469.
[4]PAN J K L,PLUMBRIDGE G,STORRY R B,et al.Back analysis of cut and cover tunnels in close proximity to an operating railway in Hong Kong[J].Tunnelling and Underground Space Technology,2006,21(3):453-454.
[5]SCHROEDER F C,POTTS D M,ADDENBROOKE T I.The influence of pile group loading on existing tunnels[J].Geotechnique,2004,54(6):351-362.
[6]范福平.隧道开挖引起地面沉陷的协同演化机理探讨[J].青岛理工大学学报,2007,28(2):41-45.FAN Fu-ping.Discussion on the synergetic evolution mechanism of surface ground subsidence caused by tunnel excavation[J].Journal of Qingdao Technological University,2007,28(2):41-45.
[7]孙钧,刘洪洲.交叠隧道盾构法施工土体变形的三维数值模拟[J].同济大学学报(自然科学版),2002,30(4):379-385.SUN Jun,LIU Hong-zhou.3D numerical simulation of ground surface settlement under overlapped shield tunneling[J].Journal of Tongji University,2002,30(4):379-385.
[8]YAMAGUCHI I YAMARAKI,KIRITANI Y.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 Under-ground Space Technology,1998,13(3):289-304.
[9]CALLARI C.Coupled numerical analysis of strain loca-lization induced by shallow tunnels in saturated soils[J].Computers and Geotechnics,2004,31(3):193-208.
[10]STERPI D,CIVIDINI A.A physical and numerical investigation on the stability of shallow tunnels in strain softening media[J].Rock Mechanics and Rock Engineering,2004,37(4):277-298.
[11]廖少明,余炎,白廷辉,等.盾构隧道叠交施工引起的土层位移场分布规律[J].岩土工程学报,2006,28(4):485-489.LIAO Shao-ming,YU Yan,BAI Ting-hui,et al.Distribution of ground displacement field owing to two overlapped shield tunneling interaction[J].Chinese Journal of Geotechnical Engineering,2006,28(4):485-489.
[12]HAGE C F,HAHROUR I.Numerical analysis of the interaction between twin-tunnels:Influence of the relative position and construction procedure[J].Tunnelling and Underground Space Technology,2008,23(2):210-214.
[13]陈国兴,庄海洋,杜修力,等.土-地铁隧道动力相互作用的大型振动台试验——试验结果分析[J].地震工程与工程振动,2007,27(1):164-170.CHEN Guo-xing,ZHUANG Hai-yang,DU Xiu-li,et al.A large-scale shaking table test for dynamic soil-metro tunnel interaction:Analysis of test results[J].Journal of Earthquake Engineering and Engineering Vibration,2007,27(1):164-170.
[14]KIM S H.Model testing and analysis of interactions between tunnels in clay[D].Oxford:University of Oxford,1996.
[15]LO K W,LEE S L,MAKINO H,et al.Tunnels in close proximity[C]//Proc.Singapore MRT Conf.Singapore:[s.n.],1987:275-281.
[16]张璞.列车振动荷载作用下上下近距离地铁区间交叠隧道的动力响应分析[D].上海:同济大学,2001.
[17]高峰,关宝树,仇文革,等.列车荷载作用下地铁重叠隧道的响应分析[J].西南交通大学学报,2003,38(1):38-42.GAO Feng,GUAN Bao-shu,QIU Wen-ge,et al.Dynamic responses of overlapping tunnels to passing trains[J].Journal of Southwest Jiaotong University,2003,38(1):38-42.
[18]姜忻良,谭丁,姜南.交叉隧道地震反应三维有限元和无限元分析[J].天津大学学报,2004,37(4):307-311.JIANG Xin-liang,TAN Ding,JIANG Nan.3D finite and infinite element analysis for seismic response of intersecting tunnel[J].Journal of Tianjin University,2004,37(4):307-311.
[19]FUJII K,TAKEI Y,TSUNO K.Propagation properties of train-induced vibration from tunnels[J].Quarterly Report of the Railway Technical Research Institute,2005,46(3):194-199.
[20]HUSSEIN M F M,HUNT H E M.A numerical model for calculating vibration from a railway tunnel embedded in a full-space[J].Journal of Sound and Vibration,2007,305(3):401-431.
[21]宫全美,廖彩风,周顺华,等.地铁行车荷载作用下地基土动孔隙水压力实验研究[J].岩石力学与工程学报,2001,20(增刊1):1154-1157.GONG Quan-mei,LIAO Cai-feng,ZHOU Shun-hua,et al.Testing study of dynamic pore water pressure under train loading[J].Chinese Journal of Rock Mechanics and Engineering,2001,20(Supp.1):1154-1157.
[22]夏永旭,王永东.隧道结构力学计算[M].北京:人民交通出版社,2004.