Interaction and multiscale mechanics

  • 제1권1호
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  • Pages.157-175
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  • 2008
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  • 1976-0426(pISSN)
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  • 2092-6200(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Ground vibrations due to underground trains considering soil-tunnel interaction

  • Yang, Y.B. (Department of Civil Engineering, National Taiwan University) ;
  • Hung, H.H. (National Center for Research on Earthquake Engineering) ;
  • Hsu, L.C. (Department of Civil Engineering, National Taiwan University)
  • 투고 : 2007.07.28
  • 심사 : 2007.11.05
  • 발행 : 2008.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

A brief review of the research works on ground vibrations caused by trains moving in underground tunnels is first given. Then, the finite/infinite element approach for simulating the soil-tunnel interaction system with semi-infinite domain is summarized. The tunnel is assumed to be embedded in a homogeneous half-space or stratified soil medium. The train moving underground is modeled as an infinite harmonic line load. Factors considered in the parametric studies include the soil stratum depth, damping ratio and shear modulus of the soil with or without tunnel, and the thickness of the tunnel lining. As far as ground vibration is concerned, the existence of a concrete tunnel may somewhat compensate for the loss due to excavation of the tunnel. For a soil stratum resting on a bedrock, the resonance peak and frequency of the ground vibrations caused by the underground load can be rather accurately predicted by ignoring the existence of the tunnel. Other important findings drawn from the parametric studies are given in the conclusion.

키워드

과제정보

연구 과제 주관 기관 : National Science Council

참고문헌

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  3. Comparison of 2D and 3D prediction models for environmental vibration induced by underground railway with two types of tracks vol.68, 2015, https://doi.org/10.1016/j.compgeo.2015.04.011
  4. Prediction and Mitigation of Building Floor Vibrations Using a Blocking Floor vol.138, pp.10, 2012, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000557
  5. Analysis of ground vibrations due to underground trains by 2.5D finite/infinite element approach vol.9, pp.3, 2010, https://doi.org/10.1007/s11803-010-0017-1
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  10. Advances in solution of classical generalized eigenvalue problem vol.1, pp.2, 2008, https://doi.org/10.12989/imm.2008.1.2.211
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  12. Dynamic Responses of a Twin-Tunnel Subjected to Moving Loads in a Saturated Half-Space vol.2018, pp.None, 2018, https://doi.org/10.1155/2018/6949507
  13. Modelling of train-induced vibration in subway interactions vol.15, pp.1, 2021, https://doi.org/10.1080/19386362.2019.1681816
  14. Effects of train operational parameters on ground-borne vibrations induced by twin metro tunnels vol.9, pp.2, 2008, https://doi.org/10.1080/23248378.2020.1749901
  15. Influence of rubber pads on vibration levels and structural behavior of subway tunnels vol.40, pp.3, 2021, https://doi.org/10.1177/1461348420972831