Skip to main content
Log in

Approximate Analytical Expressions of the Fundamental Peak Frequency and the Amplification Factor of S-wave Transfer Function in a Viscoelastic Layered Model

  • Published:
Pure and Applied Geophysics Aims and scope Submit manuscript

Abstract

It is well known that the resonance frequency and amplification factor of soft-soil can be explained in terms of an S-wave transfer function. This paper concerns the propagation of a vertical incident Type-II S-wave, which is an S-wave with SH-polarization, from the viscoelastic bedrock overlain by a stack of viscoelastic soft layers that are assumed isotropic and homogeneous. First, the exact formula of the Type-II S-wave transfer function is obtained using the transfer matrix method. Then approximate expressions of the fundamental peak frequency of the S-wave transfer function and the corresponding amplification factor are derived. The fundamental peak frequency expression has a similar form of the quarter-wavelength law for the model of one layer only, but with two additional factors. The first factor shows the coupling effect between the soft layers and the bedrock through the impedance contrast. The second factor shows the effect of the viscosity of the layers and bedrock. The expression of the amplification is also expressed in a similar way. Some numerical calculations are carried out to compare results from synthetic data and the newly obtained expressions. The numerical calculation shows that the prediction from the obtained expressions for the peak frequency and the amplification factor seems to underestimate the corresponding results from synthetic data. However, the obtained expressions reflect very well the change of peak frequency and amplification factor due to the viscosity.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Subscribe and save

Springer+ Basic
$34.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or eBook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2

Similar content being viewed by others

References

  • Bard, P. Y. (1998). Microtremor measurements: a tool for site effect estimation? In Proceeding of the second international symposium on the effects of surface geology on seismic motion, Yokohama (pp. 1251-1279).

  • Bard, P. Y., & Gariel, J. C. (1986). The seismic response of two dimensional sedimentary deposits with large vertical velocity gradients. Bulletin of the Seismological Society of America, 76, 343366.

    Google Scholar 

  • Bensalem, R., Chatelain, J. L., Machane, D., Oubaiche, E. H., Hellel, M., Guillier, B., et al. (2010). Ambient vibration techniques applied to explain heavy damages caused in Corso (Algeria) by the 2003 Boumerdes earthquake: understanding seismic amplification due to gentle slopes. Seismological Research Letters, 81(6), 928–940.

    Article  Google Scholar 

  • Bonnefoy-Claudet, S., Cotton, F., Bard, P. Y., Cornou, C., Ohrnberger, M., & Wathelet M. (2006). Robustness of the H/V ratio peak frequency to estimate 1D resonance frequency. In Third symposium on effects of surface geology on seismic motion (pp. 361–370).

  • Bonnefoy-Claudet, S., Köhler, A., Cornou, C., Wathelet, M., & Bard, P. Y. (2008). Effects of Love waves on microtremor H/V ratio. Bulletin of the Seismological Society of America, 98(1), 288–300.

    Article  Google Scholar 

  • Borcherdt, R. D. (1977). Reflection and refraction of type-II S waves in elastic and anelastic media. Bulletin of the Seismological Society of America, 67(1), 43–67.

    Google Scholar 

  • Borcherdt, R. D. (1982). Reflectionrefraction of general P-and type-I S-waves in elastic and anelastic solids. Geophysical Journal International, 70(3), 621–638.

    Article  Google Scholar 

  • Borcherdt, R. D. (2009). Viscoelastic waves in layered media. Cambridge: Cambridge University Press.

    Book  Google Scholar 

  • Borcherdt, R. D., & Wennerberg, L. (1985). General P, type-I S, and type-II S waves in anelastic solids; inhomogeneous wave fields in low-loss solids. Bulletin of the Seismological Society of America, 75(6), 1729–1763.

    Google Scholar 

  • Carcione, J. M., Picotti, S., Francese, R., Giorgi, M., & Pettenati, F. (2017). Effect of soil and bedrock anelasticity on the S-wave amplification function. Geophysical Journal International, 208(1), 24–431.

    Article  Google Scholar 

  • Fäh, D., Kind, F., & Giardini, D. (2001). A theoretical investigation of average H/V ratios. Geophysical Journal International, 145(2), 535–549.

    Article  Google Scholar 

  • Haskell, N. A. (1960). Crustal reflection of plane SH waves. Journal of Geophysical Research, 65(12), 4147–4150.

    Article  Google Scholar 

  • Lachet, C., & Bard, P. Y. (1994). Numerical and theoretical investigations on the possibilities and limitations of Nakamura’s technique. Journal of Physics of the Earth, 42(4), 377–397.

    Article  Google Scholar 

  • Lunedei, E., & Albarello, D. (2009). On the seismic noise wavefield in a weakly dissipative layered Earth. Geophysical Journal International, 177(3), 1001–1014.

    Article  Google Scholar 

  • Malischewsky, P. G., Scherbaum, F., Lomnitz, C., Tuan, T. T., Wuttke, F., & Shamir, G. (2008). The domain of existence of prograde Rayleigh-wave particle motion for simple models. Wave Motion, 45(4), 556–564.

    Article  Google Scholar 

  • Maurer, H. R., Van der Veen, M., Giudici, J., & Springman, S. (1999). Determining elastic soil properties at small strains. In Proceedings of symposium on the application of geophysics to engineering and environmental problems (SAGEEP).

  • Nakamura, Y. (1989). A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface, Quarterly Report of RTRI, Railway Technical Research Institute(RTRI) 30(1), 25-33.

  • Nakamura, Y. (2000). Clear identification of fundamental idea of Nakamuras technique and its applications, 12WCEE, 2656.

  • Oubaiche, E. H., Chatelain, J. L., Bouguern, A., Bensalem, R., Machane, D., Hellel, M., et al. (2012). Experimental relationship between ambient vibration H/V peak amplitude and shearwave velocity contrast. Seismological Research Letters, 83(6), 1038–1046.

    Article  Google Scholar 

  • Oubaiche, E. H., Chatelain, J. L., Hellel, M., Wathelet, M., Machane, D., Bensalem, R., et al. (2016). The relationship between ambient vibration H/V and SH transfer function: some experimental results. Seismological Research Letters, 87(5), 1112–1119.

    Article  Google Scholar 

  • Paolucci, R. (1999). Shear resonance frequencies of alluvial valleys by Rayleigh’s method. Earthquake Spectra, 15(3), 503–521.

    Article  Google Scholar 

  • Rio, P., Mukerji, T., Mavko, G., & Marion, D. (1996). Velocity dispersion and upscaling in a laboratory-simulated VSP. Geophysics, 61(2), 584–593.

    Article  Google Scholar 

  • Sánchez-Sesma, F. J., Rodríguez, M., Iturrarn-Viveros, U., Luzón, F., Campillo, M., Margerin, L., et al. (2011). A theory for microtremor H/V spectral ratio: Application for a layered medium. Geophysical Journal International, 186(1), 221–225.

    Article  Google Scholar 

  • Tuan, T. T. (2009). The ellipticity (H/V-ratio) of Rayleigh surface waves, Dissertation in GeoPhysics. Jena: Friedrich-Schiller University.

    Google Scholar 

  • Tuan, T. T., Scherbaum, F., & Malischewsky, P. G. (2011). On the relationship of peaks and troughs of the ellipticity (H/V) of Rayleigh waves and the transmission response of single layer over half-space models. Geophysical Journal International, 184(2), 793–800.

    Article  Google Scholar 

  • Tuan, T. T., Vinh, P. C., Ohrnberger, M., Malischewsky, P., & Aoudia, A. (2016). An improved formula of fundamental resonance frequency of a layered half-space model used in H/V ratio technique. Pure and Applied Geophysics, 173(8), 2803–2812.

    Article  Google Scholar 

  • Van Der Baan, M. (2009). The origin of SH-wave resonance frequencies in sedimentary layers. Geophysical Journal International, 178(3), 1587–1596.

    Article  Google Scholar 

  • Vinh, P. C., Tuan, T. T., & Capistran, M. A. (2015). Explicit formulas for the reflection and transmission coefficients of one-component waves through a stack of an arbitrary number of layers. Wave Motion, 54, 134–144.

    Article  Google Scholar 

Download references

Acknowledgements

The work was supported by the Vietnam National Foundation for Science and Technology Development (NAFOSTED) under Grant 107.02-2015.09. Truong Thi Thuy Dung gratefully acknowledges the support from the STEP programme (ICTP) through the OFID postgraduate fellowships. Daniel Manu-Marfo is supported by the Generali-ICTP earthquake hazard programme.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Tran Thanh Tuan.

Additional information

Publisher’s Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Tuan, T.T., Vinh, P.C., Aoudia, A. et al. Approximate Analytical Expressions of the Fundamental Peak Frequency and the Amplification Factor of S-wave Transfer Function in a Viscoelastic Layered Model. Pure Appl. Geophys. 176, 1433–1443 (2019). https://doi.org/10.1007/s00024-018-2064-x

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00024-018-2064-x

Keywords

Navigation