2017
DOI: 10.1093/gji/ggx161
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Shear wave velocity versus quality factor: results from seismic noise recordings

Abstract: S U M M A R YThe assessment of the shear wave velocity (v s ) and shear wave quality factor (Q s ) for the shallow structure below a site is necessary to characterize its site response. In the past, methods based on the analysis of seismic noise have been shown to be very efficient for providing a sufficiently accurate estimation of the v s versus depth at reasonable costs for engineering seismology purposes. In addition, a slight modification of the same method has proved to be able to provide realistic Q s v… Show more

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Cited by 5 publications
(3 citation statements)
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References 48 publications
(59 reference statements)
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“…The best fit combinations (i.e., parameters yielding the smallest deviations and spectral shapes of combined water level and bedload models for multiple seismic stations and time slices of environmental conditions) for the unknown parameters were ground quality factor q 0 = 11 and Rayleigh wave phase velocity v 0 = 700 m/s. These results are in the range of expected values (e.g., Boxberger et al, 2017) for the sand‐ to cobble‐till deposits and finer alluvial sediment present in the study area. The variation exponent of Rayleigh wave velocities p 0 was 0.79, and Greens function displacement amplitude coefficients, n 0 a = 0.6 and n 0 b = 0.8 (Figure 2b).…”
Section: Resultssupporting
confidence: 87%
“…The best fit combinations (i.e., parameters yielding the smallest deviations and spectral shapes of combined water level and bedload models for multiple seismic stations and time slices of environmental conditions) for the unknown parameters were ground quality factor q 0 = 11 and Rayleigh wave phase velocity v 0 = 700 m/s. These results are in the range of expected values (e.g., Boxberger et al, 2017) for the sand‐ to cobble‐till deposits and finer alluvial sediment present in the study area. The variation exponent of Rayleigh wave velocities p 0 was 0.79, and Greens function displacement amplitude coefficients, n 0 a = 0.6 and n 0 b = 0.8 (Figure 2b).…”
Section: Resultssupporting
confidence: 87%
“…In addition, the idea to derive both velocity and attenuation model of the Ischia island by a single analysis is based on a recent study by Boxberger et al (2017), who presented a method for calculating the effective attenuation structure at a site by adding a few and successive calculation steps to the SPAC description. Still, the anelasticity of a volcanic medium causes considerable wave-energy loss during propagation due to seismic scattering and absorption.…”
Section: Introductionmentioning
confidence: 99%
“…Generally, the effective attenuation Q eff can be thought of as the sum of these two components: Q eff -1 =Q int -1 +Q scatt -1 . Therefore, even if the attenuation below a site could be considered as an independent parameter from the velocity structure, both parameters can be obtained by a single analysis (Boxberger et al, 2017).…”
Section: Introductionmentioning
confidence: 99%