[1] 毕湘利，柳 献，王秀志，等. 通缝拼装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(10)：117–127.(BI Xiangli，LIU Xian，WANG Xiuzhi，et al. Experimental investigation on the ultimate bearing capacity of continuous-jointed segmental tunnel linings[J]. China Civil Engineering Journal，2014，47(10)：117–127.(in Chinese))
[2] 朱合华，黄伯麒，李晓军，等. 盾构衬砌管片接头内力–变形统一模型及试验分析[J]. 岩土工程学报，2014，36(12)：2 153–2 160. (ZHU Hehua，HUANG Boqi，LI Xiaojun，et al. Unified model for internal force and deformation of shield segment joints and experimental analysis[J]. Chinese Journal of Geotechnical Engineering，2014，36(12)：2 153–2 160.(in Chinese))
[3] 柳 献，张晨光，张 宸. 地铁盾构隧道纵向接缝承载能力试验研究与解析分析[J]. 土木工程学报，2016，49(10)：110–122.(LIU Xian，ZHANG Chenguang，ZHANG Chen. Investigation on the ultimate bearing capacity of longitudinal joints in segmental tunnel lining[J]. China Civil Engineering Journal，2016，49(10)：110–122.(in Chinese))
[4] 栗润德，张鸿儒，刘维宁. 地铁引起的地面振动及其对精密仪器的影响[J]. 岩石力学与工程学报，2008，27(1)：206–214.(LI Runde，ZHANG Hongru，LIU Weining. Metro-induced ground vibrations and their impacts on precision instrument[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(1)：206–214.(in Chinese))
[5] 白 冰，李春峰. 地铁列车振动作用下近距离平行隧道的弹塑性动力响应[J]. 岩土力学，2009，30(1)：123–128.(BAI Bing，LI Chunfeng. Elastoplastic dynamic responses of close parallel metro tunnels to vibration loading[J]. Rock and Soil Mechanics，2009，30(1)：123–128.(in Chinese))
[6] 张 波，李术才，张敦福，等. 岩石介质中地铁列车运行引起的环境振动响应研究[J]. 岩石力学与工程学报，2011，30(增1)：3 341–3 347. (ZHANG Bo，LI Shucai，ZHANG Dunfu，et al. Research on rock environments vibration response induced by metro trains in rock media[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(Supp.1)：3 341–3 347.(in Chinese))
[7] 曾 晨，孙宏磊，蔡袁强，等. 饱和土体中衬砌隧道在移动荷载下的动力响应[J]. 浙江大学学报：工学版，2015，49(3)：511–521.(ZENG Chen，SUN Honglei，CAI Yuanqiang，et al. Dynamic response of lined tunnel in saturated soil due to moving load[J]. Journal of Zhejiang University：Engineering Science，2015，49(3)：511–521.(in Chinese))
[8] YANG W，HUSSEIN M F M，MARSHALL A M. Centrifuge and numerical modeling of ground-borne vibration from an underground tunnel[J]. Soil Dynamics and Earthquake Engineering，2013，51(8)：23–34.
[9] YASERI A，BAZYAR M H，HATAF N. 3D coupled scaled boundary finite-element/finite-element analysis of ground vibrations induced by underground train movement[J]. Computers and Geotechnics，2014，60(1)：1–8.
[10] REAL T，ZAMORANO C，RIBES F，et al. Train-induced vibration prediction in tunnels using 2D and 3D FEM models in time domain[J]. Tunnelling and Underground Space Technology，2015，49：376–383.
[11] 姜 洲，高广运，赵 宏. 地铁行车速度对盾构隧道运营沉降的影响分析[J]. 岩土力学，2015，36(11)：3 283–3 292.(JIANG Zhou，GAO Guangyun，ZHAO Hong. Influence of subway train speed on operation-induced settlement of shield tunnel[J]. Rock and Soil Mechanics，2015，36(11)：3 283–3 292.(in Chinese))
[12] 朱 伟，黄正荣，梁精华. 盾构衬砌管片的壳—弹簧设计模型研究[J]. 岩土工程学报，2006，28(8)：940–947.(ZHU Wei，HUANG Zhengrong，LIANG Jinghua. Studies on shell-spring design model for segment of shield tunnels[J]. Chinese Journal of Geotechnical Engineering，2006，28(8)：940–947.(in Chinese))
[13] 苏宗贤，何 川. 盾构隧道管片衬砌内力分析的壳–弹簧–接触模型及其应用[J]. 工程力学，2007，24(10)：131–136.(SU Zongxian，HE Chuan. Shell-spring-contact model for shield tunnel segmental lining analysis and its application[J]. Engineering Mechanics，2007，24(10)：131–136.(in Chinese))
[14] 张冬梅，樊振宇，黄宏伟. 考虑接头力学特性的盾构隧道衬砌结构计算方法研究[J]. 岩土力学，2010，31(8)：2 546–2 552. (ZHANG Dongmei，FAN Zhenyu，HUANG Hongwei. Calculation method of shield tunnel lining considering mechanical characteristics of joints[J]. Rock and Soil Mechanics，2010，31(8)：2 546–2 552.(in Chinese))
[15] 莫海鸿，邓飞皇，王军辉. 营运期地铁盾构隧道动力响应分析[J]. 岩石力学与工程学报，2006，25(增2)：3 507–3 512.(MO Haihong，DENG Feihuang，WANG Junhui. Analysis of dynamic response of shield tunnel during metro operation[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(Supp.2)：3 507–3 512.(in Chinese))
[16] 邬玉斌，刘如山，田志敏. 盾构隧道管片接头在内爆炸作用下的动力反应[J]. 武汉理工大学学报，2011，33(7)：107–111.(WU Yubin，LIU Rushan，TIAN Zhimin. Analysis of dynamic response of a shield tunnel under internal explosion loading[J]. Journal of Wuhan University of Technology，2011，33(7)：107–111.(in Chinese))
[17] 艾辉军，彭立敏，施成华. 基于三维非连续接触模型的管片接头静动力特性分析[J]. 岩土工程学报，2013，35(11)：2 023–2 029. (AI Huijun，PENG Limin，SHI Chenghua. Static and dynamic characteristic analysis of segment joints based on three-dimensional discontinuous contact model[J]. Chinese Journal of Geotechnical Engineering，2013，35(11)：2 023–2 029.(in Chinese))
[18] 侯公羽，杨 悦，刘 波. 盾构管片接头模型的改进及管片内力的数值计算[J]. 岩石力学与工程学报，2007，26(增2)：4 284– 4 291.(HOU Gongyu，YANG Yue，LIU Bo. Improved joint model of shield tunnel segments and numerical calculation of inner forces[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(Supp.2)：4 284–4 291.(in Chinese))
[19] 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(9)：1 600–1 605.(GE Shiping，XIE Dongwu，DING Wenqi，et al. Simplified numerical simulation method for segment joints of shield tunnels[J]. Chinese Journal of Geotechnical Engineering，2013，35(9)：1 600–1 605.(in Chinese))
[20] 黄大维，周顺华，王秀志，等. 模型盾构隧道管片纵缝接头设计方法[J]. 岩土工程学报，2015，37(6)：1 068–1 076.(HUANG Dawei，ZHOU Shunhua，WANG Xiuzhi，et al. Design method for longitudinal segment joints of shield tunnel model[J]. Chinese Journal of Geotechnical Engineering，2015，37(6)：1 068–1 076.(in Chinese))
[21] SHENG X，JONES C J C，THOMPSON D J. Prediction of ground vibration from trains using the wave number finite and boundary element methods[J]. Journal of Sound and Vibration，2006，293(3/5)：575–586.
[22] NEJATI H R，AHMADI M，HASHEMOLHOSSEINI H. Numerical analysis of ground surface vibration induced by underground train movement[J]. Tunnelling and Underground Space Technology，2012，29(5)：1–9.
[23] THUSYANTHAN N I，MADABHUSHI S P G. Experimental study of vibrations in underground structures[J]. Geotechnical Engineering，2003，156：75–81.
[24] 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)：2 260–2 269.(HE Chuan，FENG Kun，YANG Xiong. Model test on segmental lining of Nanjing Yangtze River tunnel with super-large cross-section[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(11)：2 260–2 269.(in Chinese))
[25] ISO BS. 14837–1 Mechanical vibration — ground-borne noise and vibration arising from rail systems[S]. [S.l.]：[s.n.]，2005.
[26] ISHIHARA K. Soil behaviour in earthquake geotechnics[M]. Oxford：Clarendon Press，1996：1–5.
2017, Vol. 36 
