[1] ALABI B. A parametric study on some aspects of groundborne vibrations due to rail traffic [J]. Journal of Sound and Vibration, 1992, 153(1):7787.
[2] LIPEN A B, CHIGAREV A V. The displacements in an elastic halfspace when a load moves along a beam lying on its surface [J]. Journal of Applied Maths Mechanics, 1998, 62(5):791796.
[3] JONES C J C, SHENG X, PETYT M. Simulations of ground vibration from a moving harmonic load on a railway track [J]. Journal of Sound and Vibration, 2000, 231(3):739751.
[4] YANG Y B, HUNG H H, CHANG D W.Traininduced wave propagation in layered soils using finite/infinite element simulation[J].Soil Dynamics and Earthquake Engineering,2003,23(4): 263278.
[5] TAKEMIYA H. Simulation of trackground vibrations due to a highspeed train: the case of X2000 at ledsgard[J].Journal of Sound and Vibration,2003,261(3): 503526.
[6] 王常晶,陈云敏.列车荷载在地基中引起的应力响应分析[J].岩石力学与工程学报,2005,24(7): 11781186.
WANG Changjing,CHEN Yunmin. Analysis of stresses in traininduced ground[J]. Chinese Journal of Rocks Mechanics and Engineering,2005,24(7): 11781186.
[7] 蒋建群,周华飞,张土乔.弹性半空间体在移动集中荷载作用下的稳态响应[J].岩土工程学报,2004, 26(4): 440444.
JIANG Jianqun,ZHOU Huafei,ZHANG Tuqiao. Steady state response of an elastic halfspace under a moving point load[J]. Chinese Journal of Geotechnical Engineering,2004, 26(4): 440444.
[8] 曹艳梅,夏禾,战家旺.运行列车引起高层建筑物振动的试验研究及数值分析[J].工程力学, 2006,23(11):182188.
CAO Yanmei,XIA He,ZHAN Jiawang. Experimental study and numerical analysis of moving train induced vibrations on highrise buildings[J]. Engineering Mechanics, 2006,23(11): 182188.
[9] 和振兴,翟婉明.高速列车作用下板式轨道引起的地面振动[J].中国铁道科学,2007, 28(2): 711.
HE Zhenxing, ZHAI Wanming. Ground vibration generated by highspeed trains along slab tracks[J]. China Railway Science, 2007,28(2): 711.
[10] DIETERMAN H A, METRIKINE A V. The equivalent stiffness of a halfspace interacting with a beam. critical velocities of a moving load along the beam[J]. European Journal of Mechanics. A/Solids, 1996, 15(1): 6790.
[11] LARS H. Simulations and analyses of traininduced ground vibrations, a comparative study of twoand threedimensional calculations with actual measurements [D]. Sweden: Royal Institute of Technology, 2000: 95108
[12] 陈基炜,詹龙喜.上海市地铁一号线隧道变形测量及规律分析[J].上海地质,2000(2): 5156.
CHEN Jiwei,ZHAN Longxi. Deformation measuring of the metro tunnel and deformation data analysis of Shanghai metro line No.1[J]. Shanghai Geology,2000 (2): 51–56.
[13] ISHIHARA K. Soil behavior in earthquake geotechnics[M]. New York: Oxford University Press, 1996: 1012.
[14] TOWHATA I,ISHIHARA K. Undrained strength of sand undergoing cyclic rotation of principal stress axes [J]. Soils and Foundations, 1985, 25(2):135147.
[15] 王常晶,陈云敏. 移动荷载引起的地基应力状态变化及主应力轴旋转[J]. 岩石力学与工程学报,2007,26(8):16981704.
WANG Changjing,CHEN Yunmin. Stress state variation and principal stress axes rotation in ground induced by moving load[J]. Chinese Journal of Rock Mechanics and Engineering, 2007,26(8): 16981704.
[16] CHEN Y M,WANG C J, CHEN Y P,et al. Characteristics of stresses and settlement of ground induced by train[C]∥Environmental Vibration Prediction, Monitoring and Evaluation. Okayama, London: Taylor & Francis/Balkema,2005: 3342.
[17] EASON G. The stresses produced in a semiinfinite solid by a moving surface force [J]. International Journal of Engineering Science, 1965(2): 581609. |