Research on Model Calculating Depth of Environmental Vibration Caused by the Ground Rail Traffic Load

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Abstract:

In order to reduce the computation amount and to ensure to compute environmental vibrations caused by ground rail traffic load comprehensively and accurately, calculating depth of the model for the ground was researched. The ground is simplified to a single layer elastic half-space model, and the dynamic Green's function of vertical displacement on the surface of the model was derived by using transfer matrix within frequency wave-number domain. vibration displacement amplitude in the range of 10 to 60 m away from the surface of the model to the vibration center were compared with different thickness of model and the elastic half-space model caused by the ground rail traffic load. It showed that the calculation results are quite different with different cover thickness, but with the increase of the cover thickness of layer, the results of single layer elastic half-space model approached the elastic half-space model. When the cover lager thickness reached to 25m, the difference of the magnitude was less than 5%.

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Periodical:

Advanced Materials Research (Volumes 912-914)

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1698-1701

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April 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] X. Zheng: Demonstration of source function inversion of vibration caused by urban rail traffic. Harbin: Harbin Institute of Technology, 2012. (In Chinese).

Google Scholar

[2] B. Zhu. Dynamic Response Analysis of Underground Structure. Xi'An: Xi'An University of Science and Technology, 2005. (In Chinese).

Google Scholar

[3] S. G. Qian, X. L. Tang, L. J. Zhang: Discussion on Calculation Limits of 3D Subterranean Tunnel under Dynamic Response. Nonferrous Metals Design. (2010) 37, pp.40-43. (In Chinese).

Google Scholar

[4] X. Sheng and C. J. C. Jones: Ground Vibration Generated by a Harmonic Load Acting on a Railway Track. Journal of Sound and Vibration. (1999) 225(1): 3-28.

DOI: 10.1006/jsvi.1999.2232

Google Scholar

[5] X. Sheng and C. J. C. Jones: Ground Vibration Generated by a Load Moving Along a Railway Track. Journal of Sound and Vibration. (1999) 228(1): 129-156.

DOI: 10.1006/jsvi.1999.2406

Google Scholar

[6] D. V. Jones and D. L. Houedec: Ground Vibrations Due to A Rectangular Harmonic Load. Journal of Sound and Vibration. (1998) 212(1): 61-67.

DOI: 10.1006/jsvi.1997.1367

Google Scholar