1 Shen SL,Wu HN,Cui YJ, et al. Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai. Tunnelling and Underground Space Technology, 2014, 40(12):309-3232 黄大维, 周顺华, 宫全美等. 软土地区地铁不同结构间差异沉降特点分析. 同济大学学报(自然科学版), 2013, 41(1):95-100 (Huang Dawei, Zhou Shunhua, Gong Quanmei, et al. Characteristic analysis of non-uniform settlement for different structures of metro in soft soil districts. Journal of Tongji University (Natural Science), 2013, 41(1):95-100 (in Chinese))3 狄宏规, 周顺华, 宫全美等. 软土地区地铁隧道不均匀沉降特征及分区控制. 岩土工程学报, 2015, 37(S2):74-79 (Di Honggui, Zhou Shunhua, Gong Quanmei, et al. Differential settlement of metro tunnels and its zonal control in soft deposits. Chinese Journal of Geotechnical Engineering, 2015, 37(S2):74-79 (in Chinese))4 Di HG, Zhou SH, Xiao JH, et al. Investigation of the long-term settlement of a cut-and-cover metro tunnel in a soft deposit. Engineering Geology, 2016, 204:33-40 5 Mettrikine AV, Vrouwenvelder ACWM. Surface ground vibration due to a moving train in a tunnel:two-dimensional model. Journal of Sound and Vibration, 2000, 234(1):43-66 6 Forrest JA, Hunt HEM. A three-dimensional tunnel model for calculation of train-induced ground vibration. Journal of Sound and Vibration, 2006, 294(4-5):678-7057 Forrest JA, Hunt HEM. Ground vibration generated by trains in underground tunnels. Journal of Sound and Vibration, 2006, 294(4-5):706-7368 Hussein MFM, Hunt HEM. A numerical model for calculating vibration from a railway tunnel embedded in a full-space. Journal of Sound and Vibration, 2007, 305:401-431 9 Chua K, Lo KW, Balendra T. Building response due to subway train traffic. Journal of Geotechnical Engineering, 1995, 121(11):747-754 10 Gardien W, Stuit HG. Modelling of soil vibrations from railway tunnels. Journal of Sound and Vibration, 2003, 267(3):605-619 11 刘维宁, 夏禾, 郭文军. 地铁列车振动的环境响应. 岩石力学与工程学报, 1996, 15(S1):586-593 (Liu Weining, Xia He, Guo Wenjun. Study of vibration effects of underground trains on surrounding environments. Chinese Journal of Rock Mechanics and Engineering, 1996, 15(S1):586-593 (in Chinese))12 宫全美, 徐勇, 周顺华. 地铁运行载荷引起的隧道地基土动力响应分析. 中国铁道科学, 2005,26(4):47-51 (Gong Quanmei, Xu Yong, Zhou Shunhua. Dynamic response analysis of tunnel foundation by vehicle vibration in metro. China Railway Science, 2005, 26(4):47-51(in Chinese))13 钱春宇, 郑建国, 宋春雨. 西安钟楼台基受地铁运行振动响应的分析. 世界地震工程, 2010, 26(S1):177-181 (Qian Chunyu, Zheng Jianguo, Song Chunyu. Dynamic response analysis of Bell Tower foundation induced by train running on metro in Xi0an. World Earthquake Engineering, 2010, 26 (S1):177-181 (in Chinese))14 谢伟平, 孙洪刚. 地铁运行时引起的土的波动分析. 岩石力学与工程学报, 2003, 22(7):1180-1184 (Xie Weiping, Sun Honggang. FEM analysis on wave propagation in soils induced by high speed train loads, Chinese Journal of Rock Mechanics and Engineering, 2003, 22(7):1180-1184 (in Chinese))15 Bian XC, Jin WF, Jiang HG. Ground-borne vibrations due to dynamic loading from moving trains in subway tunnels. Journal of Zhejiang University-Science A:Applied Physics and Engineering, 2012, 13(11):870-87616 Sheng X, Jones CJC, Thompson DJ. Prediction of ground vibration from trains using the wavenumber finite and boundary element methods. Journal of Sound and Vibration, 2006, 293(3-5):575-58617 Francois S, Schevenels M, Galvín P, et al. A 2.5D coupled FE-BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace. Computer Methods in Applied Mechanics and Engineering, 2010, 199(23-24):1536-154818 Galvín P, Francois S, Schevenels M. A 2.5D coupled FE-BE model for the prediction of railway induced vibrations. Soil Dynamics and Earthquake Engineering, 2010, 30(12):1500-151219 Degrande G, Clouteau D, Othman R, et al. A numerical model for ground borne vibrations from underground railway traffic based on a periodic finite element-boundary element formulation. Journal of Sound and Vibration, 2006, 193(3):645-66620 Gupta S, Hussein MFM, Degrande G. A comparison of two numerical models for the prediction of vibrations from underground railway traffic. Soil Dynamics and Earthquake Engineering, 2007, 27(7):608-624 21 Senjuntichai T, Rajapakse RKND. Transient response of a circular cavity in a poroelastic medium. International Journal for Numerical and Analytical Methods in Geomechanics, 1993, 17(6):357-383 22 刘干斌, 谢康和, 施祖元. 黏弹性饱和多孔介质中圆柱孔洞的频域响应. 力学学报, 2004, 36(5):557-563 (Liu Ganbin, Xie Kanghe, Shi Zuyuan. Frequency response of a cylindrical cavity in poroviscoelastic saturated medium. Acta Mechanica Sinica, 2004, 36(5):557-563 (in Chinese))23 黄晓吉, 扶名福, 徐斌. 移动环形载荷作用下饱和土中圆形衬砌隧洞动力响应研究. 岩土力学, 2012, 33(3):892-898 (Huang Xiaoji,Fu Mingfu, Xu Bin. Dynamic response of a circular lining tunnel in saturated soil due to moving ring load. Rock and Soil Mechanics, 2012, 33(3):892-898 (in Chinese))24 Hasheminejad SM, Komeili M. Effect of imperfect bonding on axisymmetric elastodynamic response of a lined circular tunnel in poroelastic soil due to a moving ring load. International Journal of Solids and Structures, 2009, 46:398-411 25 曾晨, 孙宏磊, 蔡袁强等. 简谐载荷作用下饱和土体中圆形衬砌隧道三维动力响应分析. 岩土力学, 2014, 35(4):1147-1156 (Zeng Chen, Sun Honglei, Cai Yuanqiang, et al. Analysis of threedimensional dynamic response of a circular lining tunnel in saturated soil to harmonic loading. Rock and Soil Mechanics, 2014, 35(4):1147-1156 (in Chinese))26 曾晨, 孙宏磊, 蔡袁强等. 饱和土体中衬砌隧道在移动载荷下的动力响应. 浙江大学学报 (工学版), 2015, 49(3):511-521 (Zeng Chen, Sun Honglei, Cai Yuanqiang, et al. Dynamic response oflined tunnel in saturated soil due to moving load. Journal of Zhejiang University (Engineering Science), 2015, 49(3):511-521 (in Chinese))27 狄宏规, 周顺华, 陕耀等. 基于改进壳-柱模型的盾构隧道饱和地基动应力解. 同济大学学报(自然科学版), 2016, 44(9):1384-1390 (Di Honggui, Zhou Shunhua, Shan Yao, et al. Solution for dynamic stress of saturated soil surrounding a shield tunnel based on modified shell-cylinder model. Journal of Tongji University (Natural Science), 2016, 44(9):1384-1390(in Chinese))28 邹炎. 地下结构地震反应规律和抗震设计方法研究.[博士论文].北京:中国地震局工程力学研究所, 2015 (Zou Yan. Study on seismic response laws and seismic design methods of underground structures.[PhD Thesis]. Beijing:Institute of Engineering Mechanics, China Earthquake Administration, 2015(in Chinese))29 高广运, 何俊峰, 李佳. 地铁运行引起的饱和土地基动力响应. 浙江大学学报 (工学版), 2010, 44(10):1925-1930 (Gao Guangyun,He Junfeng, Li Jia. Dynamic response induced by running subway in saturated ground. Journal of Zhejiang University (Engineering Science), 2010, 44(10):1925-1930(in Chinese))30 袁宗浩, 蔡袁强, 曾晨. 地铁列车载荷作用下轨道系统及饱和土体动力响应分析. 岩石力学与工程学报, 2015, 34(7):1470-1479 (Yuan Zonghao, Cai Yuanqiang, Zeng Chen. Dynamic response analysis of track system and underground railway tunnel in saturated soil subjected to a moving train load. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(7):1470-1479 (in Chinese))31 Biot MA. Theory of propagation of elastic waves in a fluid-saturated porous solid, I, low-frequency range. Journal Acoustic Social America, 1956, 28:168-178 32 Biot MA. Generalized theory of acoustic propagation in porous dissipative media. Journal Acoustic Social America, 1962, 34(9A):1254-1264 33 Zimmerman C, Stern M. Boundary element solution of 3-D wave scatter problems in a poroelastic medium. Engineering Analysis with Boundary Elements, 1993, 12(4):223-240 34 Lu JF, Jeng DS, Williams S. A 2.5-D dynamic model for a saturated porous medium:Part I. Green's function. International Journal of Solids and Structures, 2008, 45(2):378-39135 Zhou SH, He C, Di HG. Dynamic 2.5-D Green's function for a poroelastic half-space. Engineering Analysis with Boundary Elements, 2016, 67:96-10736 Hasheminejad SM, Hosseini H. Nonaxisymmetric interaction of a spherical radiator in a fluid-filled permeable borehole. 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