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Volume 33 Issue 11
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YU Yan-li, XU Hai-qing, LI Zhen-wei, FU Zhi-feng, XIE Wei-ping. Ambient vibration analysis of adjacent parallel multi-tunnels under train loads[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1801-1806.
Citation: YU Yan-li, XU Hai-qing, LI Zhen-wei, FU Zhi-feng, XIE Wei-ping. Ambient vibration analysis of adjacent parallel multi-tunnels under train loads[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1801-1806.
shu

Ambient vibration analysis of adjacent parallel multi-tunnels under train loads

  • (1. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China; 2. Wuhan Metro Group Co., Ltd., Wuhan 430030, China; 3. Beijing Urban Engineering Design & Research Institute Co., Ltd., Beijing 100037, China)

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  • Received Date: January 05, 2012
  • Published Date: November 14, 2011
    Graphical Abstract
    • Abstract
  • At present, the commonly-used evaluation criteria for the ambient vibration caused by train vibrating loads are based on the test data and calculated results of one train, which can not reflect the real vibrating situations with multi-tunnels because of the rapid development of rail transit in China. There are four tunnels crossing each other between Hongshan Square Station and Zhongnan Road Station for the second line and the fourth line of Wuhan rail transit. The complicated multi-tunnels are simplified as four adjacent parallel tunnels with different distances according to their practical characters. Three-dimensional models are established, and the ambient vibration and spectral characteristics are analyzed with different train numbers, tunnel depths and tunnel net distances. An approximate empirical formula is suggested based on the calculated results, and the vibrating influence areas are determined accordingly. The results can provide references for the forecast and evaluation of the ambient vibration of similar projects in China in future.
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