Research Advances in the Interaction among Stratum-Ground Fissure-Tunnel under Subway Dynamic Loading

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Ground fissure is a kind of serious geological disaster. There will be more unprecedented challenges during the construction of the urban subway in ground fissures-developed zone. How to ensure the long-term operation safety of the subway crossing ground fissure belts are the first problems for the subway under construction in the cities with ground fissure developed. One of the important problems is that dynamic interaction and disaster effect control among ground fissure-stratum-subway tunnel under subway dynamic loading, which is also the important problem to be solved in the engineering. This problem involves the following three aspects: (a) the determination of subway dynamic loading; (b) the structure dynamic response of subway tunnel; (c) the interaction among stratum-ground fissure-subway tunnel. According to make a comment on these researches, some issues which are necessary to carry out in this field are suggested.

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Edited by:

Chunliang Zhang and Paul P. Lin

Pages:

1513-1516

Citation:

L. Q. Yuan et al., "Research Advances in the Interaction among Stratum-Ground Fissure-Tunnel under Subway Dynamic Loading", Applied Mechanics and Materials, Vols. 226-228, pp. 1513-1516, 2012

Online since:

November 2012

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$38.00

[1] L J. Landon transportation office of the scientific advisor: vibration measurement at bake street[R]. (1982).

[2] M H, G H. Structure borne sound and vibration from rail traffic[J]. Journal of Sound and Vibration. 1996, 193(1): 175-184.

DOI: https://doi.org/10.1006/jsvi.1996.0257

[3] Pan changshi, Xie zhengguang. Measurement and analysis of vibrations caused by passing trains in subway running tunnel[J]. China Civil Engineering Journal. 1990, 23(2): 21-28.

[4] Chen Zhen. Research on dynamic response of high speed railway[D]. Wuhan Institute of rock and soil mechanics. (2006).

[5] Theissen J, Wood W. vibration in structures adjacent to pile driving[J]. Dames and more engineering bulletin. 1982, 60: 4-21.

[6] Yan Weiming. In situ experiment and analysis of environmental vibration induced by urban subway transit[J]. Journal of Beijing university of technology. 2006, 32(2): 149-154.

[7] Okumura. statistical analysis of field data of railway noise and vibration collected in an urban area[J]. Applied acoustics. 1991, 33(4): 263-280.

DOI: https://doi.org/10.1016/0003-682x(91)90017-9

[8] Wang Xiangqiu, Yang Linde , Gao Wenhua. Response laws of lining structure of tunnels based on wavelet analysis [J]. Chinese journal of rock mechanics and engineering 2005, 24(10): 1746-1750.

[9] Li Dewu, Gao Feng. In-situ measurement and frequency-spectrum analysis of traffic vibrations in Jinjiayan tunnel [J]. Journal of Lanzhou Railway Institute. 1997, 16(3): 7-11.

[10] Huang Qiangbing. Study on effect of the active ground fissure on metro tunnel and its hazards control. Chang'an university, (2009).

[11] Liu Nina. Study on the soil metro tunnels dynamic interactions in ground fissures area. Chang'an university, (2010).