Performance of Active and Passive Methods for Measuring Low-Frequency Surface Wave Dispersion Curves
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 10
Abstract
This paper examines the consistency between surface wave dispersion curves measured at wavelengths of up to 600 m using active and passive methods at sites in the Mississippi Embayment. Large-diameter (200 m) circular receiver arrays were deployed at five deep soil sites located in Tennessee, Arkansas, and Missouri to record ambient ground vibrations at low frequencies. Measurements were performed at the same locations using linear receiver arrays and actively generated low-frequency energy using the recently developed Network for Earthquake Engineering Simulation (NEES) field vibrator (termed Liquidator). Characteristics of the ambient wavefield measured at the five sites in the Mississippi Embayment are presented along with comparisons between the surface wave dispersion curves obtained from the active and passive measurements at each site. The ambient wavefield measurements exhibited peak levels in the frequency range of 1–5 Hz. Surface wave dispersion curves developed from frequency-wavenumber processing of the active and passive methods were in good agreement at four of the sites, with phase velocities from the passive measurements within 5–10 % of the active-source measurements out to wavelengths of about 550 m. Improved comparisons were obtained at the fifth site by applying high-resolution processing.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The writers thank the land owners and administrators of the measurement sites for allowing access. The writers also thank the personnel from the Center for Earthquake Research and Information (CERI) for assistance in selecting and accessing the sites, and personnel from the University of Texas at Austin for assistance in the field. This work was supported through Grant No. UNSPECIFIED0530140 from the National Science Foundation as part of the Network for Earthquake Engineering Simulation (NEES) program.NSF
References
Asten, M. W. (2006). “On bias and noise in passive seismic data from finite circular array data processed using SPAC method.” Geophysics, 71(6), V153–V162.
Bozdag, E., and Kocaoglu, A. H. (2005). “Estimation of site amplification from shear wave velocity profiles in Yesilyurt and Avcilar, Istanbul by frequency-wavenumber analysis of microtremors.” J. Seismol., 9, 87–98.
Capon, J. (1969). “High-resolution frequency-wavenumber spectrum analysis.” Proc. IEEE, 57, 1408–1418.
Cramer, C., Gomberg, J. S., Schweig, E. S., Waldron, B. A., and Tucker, K. (2004). “The Memphis, Shelby County, Tennessee, Seismic Hazard Maps.” Open-File Rep. No. 04-1294, U.S. Geological Survey, 41.
Di Giulio, G., Cornou, C., Ohrnberger, M., Wathelet, M., and Rovellii, A. (2006). “Deriving wavefield characteristics and shear-velocity profiles from two-dimensional small-aperture array analysis of ambient vibrations in a small-size alluvial basin, Colfiorito, Italy.” Bull. Seismol. Soc. Am., 96, 1915–1933.
Hashash, M. A., and Park, D. (2001). “Non-linear one-dimensional seismic ground motion propagation in the Mississippi Embayment.” Eng. Geol. (Amsterdam), 62, 185–206.
Horike, M. (1985). “Inversion of phase velocity of long-period microtremors to the s-wave-velocity structure down to the basement in urbanized areas.” J. Phys. Earth, 33, 59–96.
Johnson, D. H., and Dudgeon, D. E. (1993). Array signal processing, Prentice-Hall, Englewood Cliffs, N.J.
Kawase, H., Satoh, T., Iwata, T., and Irikura, K. (1998). “S-wave velocity structures in the San Fernando and Santa Monica areas.” The effects of surface geology on seismic motion, K. Irikura, K. Kudo, H. Okada, and T. Satasini, eds., Balkema, Rotterdam, The Netherlands, 733–740.
Kudo, K., et al. (2002). “Site specific issues on strong ground motion during the Kocaeli, Turkey earthquake of August 17, 1999, as inferred from array observations of microtremors and aftershocks.” Bull. Seismol. Soc. Am., 92(1), 448–465.
Liu, H. -P., et al. (2000). “Comparison of phase velocities from array measurements of Rayleigh waves associated with microtremor and results calculated from borehole shear-wave velocity profiles.” Bull. Seismol. Soc. Am., 90(3), 666–678.
Louie, J. N. (2001). “Faster, better: Shear-wave velocity to 100 meters depth from refraction microtremor arrays.” Bull. Seismol. Soc. Am., 91(2), 347–364.
Miller, R. D., Xia, J., and Park, C. B. (1999). “MASW to investigate subsidence in the Tampa, Florida area.” Open-file Rep. No. 99-33, Kansas Geological Survey, Lawrence, Kan.
Miyakoshi, K., Kagawa, T., and Konioshita, S. (1998). “Estimation of geological structures under the Kobe area using the array recordings of microtremors.” The effects of surface geology on seismic motion, K. Irikura, K. Kudo, H. Okada, and T. Satasini, eds., Balkema, Rotterdam, The Netherlands, 691–696.
Park, C. B., Miller, R. D., Miura H. (2002). “Optimum field parameters of an MASW survey.” Proc., SEG-J, Tokyo.
Rix, G., Hebeler, G. L., and Orozco, M. C. (2002). “Near-surface profiling in the New Madrid seismic zone using surface-wave methods.” Seismol. Res. Lett., 73(3), 380–392.
Romero, S. M., and Rix, G. J. (2001). “Ground Motion Amplification of Soil in the Upper Mississippi Embayment.” Rep. No. GIT-CEE/GEO-01-1, Mid-America Earthquake Center, Urbana, Ill.
Satoh, T., et al. (2001b). “S-wave velocity structure of the Taichung Basin, Taiwan, estimated from array and single-station records of microtremors.” Bull. Seismol. Soc. Am., 91(5), 1267–1282.
Satoh, T., Kawase, H., and Matsushima, S. (2001a). “Estimation of S-wave velocity structures in and around the Sendai Basin, Japan, using array records of microtremors.” Bull. Seismol. Soc. Am., 91(2), 206–218.
Scherbaum, F., Hinzen, K. G., and Ohrnberger, M. (2003). “Determination of shallow shear wave velocity profiles in the Cologne, Germany area using ambient vibration.” Geophys. J. Int., 152, 597–612.
Stokoe, K. H., II, Rathje, E. M., Wilson, C. R., and Rosenblad, B. L. (2004). “Development of large-scale mobile shakers and associated instrumentation for in-situ evaluation of nonlinear characteristics and liquefaction resistance of soils.” Proc., 13th World Conf. on Earthquake Engineering, Vancouver, B.C.
Tokimatsu, K. (1995). “Geotechnical site characterization using surface waves.” Proc. First Int. Conf. on Earthquake Geotechnical Engineering, IS-Tokyo 1995, Balkema, Rotterdam, The Netherlands, 1333–1368.
Van Arsdale, R. B., and TenBrink, R. K. (2000). “Late cretaceous and cenozoic geology of the New Madrid seismic zone.” Bull. Seismol. Soc. Am., 90(2), 345–356.
Zywicki, D. J. (1999). “Advanced signal processing methods applied to engineering analysis of seismic surface waves.” Ph.D. dissertation, The Georgia Institute of Technology, Atlanta, Ga.
Information & Authors
Information
Published In
Copyright
© 2009 ASCE.
History
Received: Aug 22, 2008
Accepted: Feb 11, 2009
Published online: Feb 14, 2009
Published in print: Oct 2009
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.