A Study of the Vibration Impact of Underground Circular Structure on the Surrounding Buildings

Qing Ren; Xue Liu

doi:10.4028/www.scientific.net/AMR.243-249.2245

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249A Study of the Vibration Impact of Underground...

A Study of the Vibration Impact of Underground Circular Structure on the Surrounding Buildings

Abstract:

The finite element model with artificial boundary was used to simulate dynamic response of an underground circular structure (tunnel, cavern) and displacement of the ground surface under incidence of Rayleigh wave, and to quantitatively analyze the effects of incident wavelength, diameter of structure, and liner stiffness on ground surface displacement amplification. The numerical results show that, the surface displacement amplitude with a tunnel can be 1.3 times of that for the case of without the tunnel. It is suggested that the effects of a tunnel on ground motion should be considered when the tunnel is planned and designed.

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Periodical:

Advanced Materials Research (Volumes 243-249)

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2245-2249

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https://doi.org/10.4028/www.scientific.net/AMR.243-249.2245

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Online since:

May 2011

Authors:

Qing Ren, Xue Liu

Keywords:

Dispersion Curve, Rayleigh Wave, Underground Structure

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References

[1] A.J. Deeks and M.F. Randolph, Axisymmetric time-domain transmitting boundaries. Journal of Engineering Mechanics, Vol.120, No.1 (1994), pp.25-42.

DOI: 10.1061/(asce)0733-9399(1994)120:1(25)

Google Scholar

[2] J. Lysmer and R.L. Kulemeyer. Finite dynamic model for infinite media. Journal of Engineering Mechanics, ASCE, 1969, Vol.95 (1969), pp.759-877.

DOI: 10.1061/jmcea3.0001144

Google Scholar

[3] E.H. Saenger, N. Gold and S.A. Shapiro. Modeling the propagation of elastic wave using a modified finite-difference grid. Wave Motion, Vol.31, No.1 (2000), pp.77-92.

DOI: 10.1016/s0165-2125(99)00023-2

Google Scholar

[4] Y.H. Pao and C.C Mow. Diffraction of elastic wave and dynamic stress concentrations. New York: Crane Russak and Company, Inc. (1973).

Google Scholar

[5] V.W. Lee and J. Karl. Diffraction of SV wave by underground, circular, cylindrical cavities. Soil Dynamics and Earthquake Engineering, Vol.11 (1992), pp.445-456.

DOI: 10.1016/0267-7261(92)90008-2

Google Scholar

[6] J.W. Liang, X.D. JI and W. Lee. Vincent. Effects of an underground lined tunnel on ground motion(I): series solution. Rock and Soil Mechanics, Vol.26, No.4 (2005), pp.520-524.

Google Scholar

[7] J.W. Liang, X.D. JI and W. Lee. Vincent. Effects of an underground lined tunnel on ground motion (II): numerical resultion. Rock and Soil Mechanics, Vol.26, No.5 (2005), pp.687-692.

Google Scholar

[8] T. Balendra, D.P. Thambiratnam and C.G. Koh. Dynamic response ofywin circular tunnels due to incident SH wave. Earthquake Engineering and Structural Dynamics, Vol. 12 (1984), pp.181-201.

DOI: 10.1002/eqe.4290120204

Google Scholar