TECHNICAL PAPERS
Mar 1, 2002

Parameter Estimation in Finite Element Simulations of Rayleigh Waves

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 128, Issue 3

Abstract

Spectral analysis of surface waves measurements are used to develop subsurface soil profiles or as a tool to delineate abandoned crown pillar structures. Finite element modeling of Rayleigh waves has practical application in simulating SASW measurements. Developing a reliable and accurate finite element model to simulate Rayleigh waves requires the proper mesh dimensions and attenuation parameters. This research proposes a new simplified methodology for quantifying mesh dispersion effects. In addition, methods of verifying damping ratios for numerical simulations are presented. The evaluation of an array of nodal displacements in the frequency–wave-number domain effectively illustrates mesh dispersion effects and the presence of parasitic modes of vibration. Calculations of damping ratio show that mass and stiffness damping parameters are valid within a specified frequency bandwidth. The new techniques are tested for a half-space model; however, they can be used for the analysis of layered media. In addition, equations are given for the calculation of linear Rayleigh damping. These equations satisfy the conditions of an average damping with minimum variance within the frequency bandwidth of interest.

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References

Al-Hunaidi, M. O.(1993). “Insights on the SASW nondestructive testing method.” Can. J. Civ. Eng., 20, 940–950.
Båth, M., and Berkhout, A. J. (1984). Mathematical aspects of seismology, Klaus Helbig and Sven Trietel, eds., Geophysical, London.
Cascante, G., and Santamarina, J.(1997) “Low strain measurements with a resonant-column apparatus.” Geotech. Test. J., 20(1), 29–39.
Cascante, G., Hutchinson, J., and Phillips, C. (1999) “Assessment of the spectral analysis of surface waves method for detecting underground voids.” Proc., 52nd Canadian Geotechnical Conf., Regina, Saskatchewan, Canadian Geotechnical Society, Toronto, 49–53.
Caughey, T. K.(1960). “Classical normal modes in damped linear systems.” J. Appl. Mech., 27, 269–271.
Gucunski, N., and Woods, R. D.(1992). “Numerical simulation of the SASW test.” Soil Dyn. Earthquake Eng., 11, 213–227.
Lamb, H.(1904). “On the propagation of tremors over the surface of an elastic solid.” Philos. Trans. R. Soc. London, Ser. A, 203, 1–42.
Léger, P., and Dussault, S.(1992). “Seismic-energy dissipation in MDOF structures.” J. Struct. Eng., 118(5), 1251–1269.
Liu, M., and Gorman, D. G.(1995). “Formulations of Rayleigh damping and its extensions.” Comput. Struct., 57(2), 277–285.
Marfurt, K. J.(1984). “Accuracy of finite-difference and finite element modeling of the scalar elastic wave equations.” Geophysics, 49(5), 533–549.
Phillips, C., Cascante, G., and Hutchinson, J. (2000). “Assessment of the spectral analysis of surface waves method for detecting underground voids.” Annual Symposium on the Application of Geophysics to Environmental and Engineering Problems, Arlington, Va., Environmental and Engineering Geophysical Society, Denver, 29–37.
Rix, G. J., and Stokoe, II, K. E.(1989). “Stiffness profiling of pavement subgrades.” Transp. Res. Rec., 1235, 1–9.
Saenger, E. H., Gold, N., and Shapiro, S. A.(2000). “Modeling the propagation of elastic waves using a modified finite-difference grid.” Wave Motion, 31, 77–92.
Toksöz, M. N., Johnston, D. H., and Timur, A.(1979). “Attenuation of seismic waves in dry saturated rocks: I. Laboratory measurements.” Geophysics, 44, 681–690.
Valliappan, H. S., and Murti V. (1984). “Finite element constraints in the analysis of wave propagation problems.” UNICIV Rep. No. R-218, School of Civil Engineering, Univ. of New South Wales, New South Wales, Australia.
Wang, Y. C., Murti, V., and Valliappan, S.(1992). “Assessment of the accuracy of the Newmark method in transient analysis of wave propagation problems.” Earthquake Eng. Struct. Dyn., 21, 987–1004.
Ward, R. W., and Toksöz, M. N.(1971). “Causes of regional variation of magnitude.” Bull. Seismol. Soc. Am., 61, 649–679.
Woodward, P. K., and Griffiths, D. V.(1996). “Influence of viscous damping in the dynamic analysis of an earth dam using simple constitutive models.” Comp. Geotechn., 19(3), 245–263.
Zerwer, A., Polak, M. A., and Santamarina, J. C.(2000). “Experimental investigation of wave propagation in thin Plexiglas plates: Implications for modeling and measuring Rayleigh waves.” NDT & E Int., 33, 33–41.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 128Issue 3March 2002
Pages: 250 - 261

History

Received: Mar 16, 2001
Accepted: Aug 7, 2001
Published online: Mar 1, 2002
Published in print: Mar 2002

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Authors

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A. Zerwer
Research Associate, Dept. of Civil Engineering, Univ. of Waterloo, ON, Canada.
G. Cascante
Assistant Professor, Dept. of Civil Engineering, Univ. of Waterloo, ON, Canada.
J. Hutchinson
Assistant Professor, Dept. of Geological Sciences and Geological Engineering, Queen’s Univ., ON, Canada.

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