[7] |
LAI J X,WANG K Y,QIU J L,et al. Vibration response characteristics of the cross tunnel structure[J]. Shock and Vibration,2016,2016:1–16.
|
[2] |
杜昌言. 穿越黄河的超大直径盾构隧道——济南市济泺路穿黄隧道[J]. 隧道建设(中英文),2021,41(7):1 244–1 251.(DU Changyan. Super-large diameter shield tunnel crossing Yellow river:Yellow river-crossing tunnel on jiluo road,Jinan[J]. Tunnel Construction,2021,41(7):1 244–1 251.(in Chinese))
|
[3] |
METRIKINE A V,POPP K. Steady-state vibrations of an elastic beam on a visco-elastic layer under moving load[J]. Archive of Applied Mechanics,2000,70(6):399–408.
|
[5] |
马龙祥,靳永福,张 超,等. 粘土与粉土复合地层及其中地铁隧道的车致长期沉降研究[J/OL]. 西南交通大学学报,http://kns.cnki.net/kcms/detail/51.1277.U.20210325.1737.004.html.[2021–03–26].(MA Longxiang,JIN Yongfu,ZHANG Chao,et al. Study on long-term settlements of composite stratum of clay and silt and metro tunnel in it due to train operation[J]. Journal of SouthwestJiaotong University,http://kns.cnki.net/kcms/detail/51.1277.U.20210325.1737.004.html.[2021–03–26].(in Chinese))
|
[1] |
周 坤. 公轨合建大直径盾构隧道车辆振动响应数值分析[J]. 铁道标准设计,2019,63(12):124–129.(ZHOU Kun. Numerical analysis and research on vehicle vibration response of large-diameter shield road-rail tunnel[J]. Railway Standard Design,2019,63(12):124–129.(in Chinese))
|
[4] |
SHENG X,JONES C J C,PETYT M. Ground vibration generated by a load moving along a railway track[J]. Journal of Sound and Vibration,1999,228(1):129–156.
|
[8] |
RIECKH G,KREUZER W,WAUBKE H,et al. A 2.5D-fourier-bem model for vibrations in a tunnel running through layered anisotropic soil[J]. Engineering Analysis with Boundary Elements,2012,36(6):960–967.
|
[10] |
AMADO-MENDES P,COSTA P A,GODINHO L M C,et al. 2.5D MFS-FEM model for the prediction of vibrations due to underground railway traffic[J]. Engineering Structures,2015,104:141–154.
|
[12] |
杨文波,徐朝阳,陈子全,等. 列车振动荷载作用下管片接缝对盾构隧道衬砌结构与周围软土地层动力响应影响研究[J]. 岩石力学与工程学报,2017,36(8):1 977–1 988.(YANG Wenbo,XU Zhaoyang,CHEN Ziquan,et al. Influence of segment joints on dynamic response of shield tunnel and surrounding soft soil due to train induced vibration[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(8):1 977–1 988.(in Chinese))
|
[13] |
杨文波,谷笑旭,涂玖林,等. 拱顶空洞对盾构隧道与周围土体动力响应特性影响[J]. 岩石力学与工程学报,2019,38(11):2 344– 2 356.(YANG Wenbo,GU Xiaoxu,TU Jiulin,et al. Influence of dome voids on dynamic response characteristics of shield tunnels and surrounding soils[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(11):2 344–2 356.(in Chinese))
|
[15] |
WEI K,WANG P,YANG F,et al. The effect of the frequency- dependent stiffness of rail pad on the environment vibrations induced by subway train running in tunnel[J]. Proceedings of the Institution of Mechanical Engineers,Part F:Journal of Rail and Rapid Transit,2016,230(3):697–708.
|
[17] |
HUANG J,YUAN T Y,PENG L M,et al. Model test on dynamic characteristics of invert and foundation soils of high-speed railway tunnel[J]. Earthquake Engineering and Engineering Vibration,2015,14(3):549–559.
|
[18] |
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,et al. Analysis of dynamic responses of shield tunnel during metro operation[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(Supp.2):3 507–3 512.(in Chinese))
|
[20] |
ZHANG S H,YUAN Y,LI C,et al. Effects of interior structure as double deck lanes on seismic performance of segmental linings[J]. Tunnelling and Underground Space Technology,2020,103:103441.
|
[22] |
CLOT A,ARCOS R,ROMEU J,et al. Dynamic response of a double-deck circular tunnel embedded in a full-space[J]. Tunnelling and Underground Space Technology,2016,59:146–156.
|
[23] |
YANG W B,HUSSEIN M F M,MARSHALL A M. Centrifuge and numerical modelling of ground-borne vibration from an underground tunnel[J]. Soil Dynamics and Earthquake Engineering,2013,51:23–34.
|
[25] |
GUO R,ZHANG M Y,XIE H M,et al. Model test study of the mechanical characteristics of the lining structure for an urban deep drainage shield tunnel[J]. Tunnelling and Underground Space Technology,2019,91:103014.
|
[6] |
DI H G,ZHOU S H,LUO Z,et al. A vehicle-track-tunnel-soil model for evaluating the dynamic response of a double-line metro tunnel in a poroelastic half-space[J]. Computers and Geotechnics,2018,101:245–263.
|
[9] |
LOPES P,COSTA P A,FERRAZ M,et al. Numerical modeling of vibrations induced by railway traffic in tunnels:from the source to the nearby buildings[J]. Soil Dynamics and Earthquake Engineering,2014,61–62:269–285.
|
[11] |
YASERI A,BAZYAR M H,JAVADY S. 2.5D coupled FEM-SBFEM analysis of ground vibrations induced by train movement[J]. Soil Dynamics and Earthquake Engineering,2018,104:307–318.
|
[14] |
杨文波,邹 涛,涂玖林,等. 高速列车振动荷载作用下马蹄形断面隧道动力响应特性分析[J]. 岩土力学,2019,40(9):3 635– 3 644.(YANG Wenbo,ZOU Tao,TU Jiulin,et al. Analysis of dynamic response of horseshoe cross-section tunnel under vibrating load induced by high-speed train[J]. Rock and Soil Mechanics,2019,40(9):3 635–3 644.(in Chinese))
|
[16] |
薛富春,马建林,颜利平,等. 客运专线富水黄土隧道隧底振动特性试验研究[J]. 振动与冲击,2010,29(2):202–207.(XUE Fuchun,MA Jianlin,YAN Liping,et al. Vibration characteristics test for a water-rich loess tunnel of a passenger dedicated line[J]. Journal of Vibration and Shock,2010,29(2):202–207.(in Chinese))
|
[19] |
JANG D,KIM J,KWAK C,et al. The characteristic of earthquake response on middle slab in double-deck tunnel under supporting conditions[J]. Journal of the Korean Geo-Environmental Society,2017,18(5):55–60.
|
[21] |
LI X G,YUAN D J. Response of a double-decked metro tunnel to shield driving of twin closely under-crossing tunnels[J]. Tunnelling and Underground Space Technology,2012,28:18–30.
|
[24] |
YANG W B,HUSSEIN M F M,MARSHALL A M,et al. Centrifuge and numerical modelling of ground-borne vibration from surface sources[J]. Soil Dynamics and Earthquake Engineering,2013,44:78–89.
|
[26] |
WANG M N,DONG Y C,YU L,et al. Experimental and numerical researches of precast segment under radial dislocation conditions[J]. Tunnelling and Underground Space Technology,2019,92:103055.
|
[29] |
PAK R Y S,GUZINA B B. Dynamic characterization of vertically loaded foundations on granular soils[J]. Journal of Geotechnical Engineering,1995,121(3):274–286.
|
[31] |
封 坤. 大断面水下盾构隧道管片衬砌结构的力学行为研究[博士学位论文][D]. 成都:西南交通大学,2012.(FENG Kun. Research on mechanical behavior of segmental lining structure for underwater tunnel with large cross-section[Ph. D. Thesis][D]. Chengdu:Southwest Jiaotong University,2012.(in Chinese))
|
[34] |
张建刚,何 川,杨 征. 大型水下盾构隧道管片衬砌结构配筋问题研究[J]. 铁道学报,2009,31(5):72–78.(ZHANG Jiangang,HE Chuan,YANG Zheng. Study on reinforcement of segment lining structure for large-scale underwater shield tunnel[J]. Journal of the China Railway Society,2009,31(5):72–78.(in Chinese))
|
[27] |
何 川,张建刚,苏宗贤. 大断面水下盾构隧道结构力学特性[M]. 北京:科学出版社,2010:121–140.(HE Chuan,ZHANG Jiangang,SU Zongxian. Structural mechanical characteristics of large section underwater shield tunnel[M]. Beijing:Science Press,2010:121–140.(in Chinese))
|
[28] |
CHENEY J A,BROWN R K,DHAT N R,et al. Modeling freefield conditions in centrifuge models[J]. Journal of Geotechnical Engineering,1990,116(9):1 347–1 367.
|
[30] |
张志华. 高水压越江地铁隧道稳定性及动力特性研究[博士学位论文][D]. 武汉:武汉理工大学,2018.(ZHANG Zhihua. Analysis of the stability and dynamic characteristics of a cross-river tunnel under high water pressure[Ph. D. Thesis][D]. Wuhan:Wuhan University of Technology,2018.(in Chinese))
|
[32] |
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))
|
[33] |
WANG S M,WANG X M,CHEN B,et al. Critical state analysis of instability of shield tunnel segment lining[J]. Tunnelling and Underground Space Technology,2020,96:103180.
|
[35] |
YAN Q X,SONG L Y,CHEN H,et al. Dynamic response of segment lining of overlapped shield tunnels under train-induced vibration loads[J]. Arabian Journal for Science and Engineering,2018,43(10):5 439–5 455.
|