2014
DOI: 10.1785/0120140121
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Green's Functions for Surface Waves in a Generic Velocity Structure

Abstract: Methodologies for calculating surface-wave velocities and the associated displacement/stress eigenfunctions and Green's functions have been well established for many decades. However, to our knowledge, no one has ever documented a quantitative evaluation of these properties for commonly used empirical scalings. For example, it is currently not possible to take a given power-law dependence of shear-wave velocity on depth and look up the corresponding dependence of phase velocity on frequency, or Green's functio… Show more

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Cited by 29 publications
(41 citation statements)
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“…( F-6) This relation between group and phase velocity for power-law shear velocity profiles has been noted before by Tsai et al (2012) and Tsai and Atiganyanun (2014). It holds in this case because the Dix-type relation has the same frequency scaling as the exact solution in power-law shear velocity profiles (Haney and Tsai, 2015).…”
Section: Uðkþsupporting
confidence: 55%
“…( F-6) This relation between group and phase velocity for power-law shear velocity profiles has been noted before by Tsai et al (2012) and Tsai and Atiganyanun (2014). It holds in this case because the Dix-type relation has the same frequency scaling as the exact solution in power-law shear velocity profiles (Haney and Tsai, 2015).…”
Section: Uðkþsupporting
confidence: 55%
“…To develop a theory for Love waves, we instead consider depth models described by power-law velocity profiles, in which Love waves exist. Such models are generic and may provide a more realistic description of the shallow subsurface than a homogeneous model in many cases (Godin and Chapman, 2001;Bergamo and Socco, 2013;Tsai and Atiganyanun, 2014). Similar to the development of the theory for Rayleigh waves, equation 7.69 in Aki and Richards (1980) states that a Love-wave eigenfunction satisfies…”
Section: Fundamental-mode Love Wavesmentioning
confidence: 99%
“…Because the synthetic data are derived from a power-law model, the inversion in this case predictably does better, capturing the entire depth profile more accurately than in Figure 3b. Given the prevalence of power-law velocity profiles in unconsolidated deposits (Godin and Chapman, 2001;Bergamo and Socco, 2013;Tsai and Atiganyanun, 2014), this type of Dix-type relation should be applicable in the shallow subsurface. An interesting feature of the Rayleigh-wave inversion based on power-law velocity profiles is that the ridge of high sensitivity in Figure 3d is closer to 0.5λ than 0.63λ as shown by the black dashed line.…”
Section: Inversion With An Overparameterized Modelmentioning
confidence: 99%
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“…Finally, to retrieve the full expressions of the Rayleighwave and Love-wave Green's functions, we refer the reader to Aki and Richards (2002) and Tsai and Atiganyanun (2014) for expression relative to surface-to-surface Green's functions as well as Gimbert et al (2014) for an example of Green's function allowing non-vertical impulsive seismic sources to be taken into account.…”
Section: Signal Generation and Propagationmentioning
confidence: 99%