Using transfer function for estimating dissipative properties of soils from surface-wave data

The quality factor (or damping ratio) can be estimated by analysing the spatial attenuation of surface-wave data. However, because of the link between geometrical and material dispersion, a coupled analysis of dispersion and attenuation curves is preferable. Using a transfer-function approach, it is possible to estimate the dispersion and attenuation curves simultaneously, provided the seismic source is known. A formulation based on the deconvolution of seismic traces is used to extend the transfer-function approach to ordinary seismic gathers in which the source wavelet is not known. The measured transfer function is used in a regression analysis to obtain estimates of the complex wavenumbers, which, in the framework of viscoelasticity, contain all the information relating to phase velocity and attenuation of surface waves for a layered medium. Application of this procedure to experimental data leads to results consistent with those obtained using conventional techniques (e.g. f–k analysis and amplitude regression).

[1]  S. Foti Small-strain stiffness and damping ratio of Pisa clay from surface wave tests , 2003 .

[2]  Jianghai Xia,et al.  Determining Q of near-surface materials from Rayleigh waves , 2002 .

[3]  Sebastiano Foti,et al.  Simultaneous measurement and inversion of surface wave dispersion and attenuation curves , 2002 .

[4]  Sebastiano Foti,et al.  Simultaneous measurement of surface wave dispersion and attenuation curves , 2001 .

[5]  Carlo G. Lai,et al.  IN SITU MEASUREMENT OF DAMPING RATIO USING SURFACE WAVES , 2000 .

[6]  Richard D. Miller,et al.  Multichannel analysis of surface waves , 1999 .

[7]  T. Mitachi,et al.  Strain rate effects on shear modulus and damping of normally consolidated clay , 1995 .

[8]  R. Herrmann,et al.  Rayleigh waves in Quaternary alluvium from explosive sources: Determination of shear-wave velocity and Q structure , 1995 .

[9]  D. Jongmans,et al.  The determination of soil attenuation by geophysical prospecting and the validity of measured Q values for numerical simulations , 1993 .

[10]  Robert B. Herrmann,et al.  Seismic velocity and Q model for the shallow structure of the Arabian Shield from short-period Rayleigh waves , 1988 .

[11]  Roel Snieder,et al.  IN SITU MEASUREMENTS OF SHEAR‐WAVE VELOCITY IN SEDIMENTS WITH HIGHER‐MODE RAYLEIGH WAVES* , 1987 .

[12]  E. Kausel,et al.  Stiffness matrices for layered soils , 1981 .

[13]  S. Solomon,et al.  Simultaneous inversion of surface-wave phase velocity and attenuation: Rayleigh and Love waves over continental and oceanic paths , 1979 .

[14]  B. Mitchell Regional Rayleigh wave attenuation in North America , 1975 .

[15]  A. Dziewoński,et al.  Numerical Analysis of Dispersed Seismic Waves , 1972 .

[16]  I. A. Viktorov Rayleigh and Lamb Waves , 1967 .

[17]  D. L. Anderson,et al.  Attenuation of seismic energy in the upper mantle , 1965 .