The use of the inversion of single-station Rayleigh wave ellipticity curve in routine site investigation: numerical inversion and case-studies
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Abstract
Non-invasive single-station ambient vibration recordings have become very common nowadays for
microzonation studies. Usually, these records are processed using Nakamura’s method to determine
the horizontal-to-vertical spectral ratio (H/V) curve, but the Rayleigh waves’ ellipticity curve can
also be determined and inverted alone or combined with data acquired using other surface wave
methods. Since single-station ambient vibration-based analyses are a very cost-effective technique,
this paper studies the reliability of the shallow ground structure that results from the ellipticity
curve inversion, with prior knowledge on the ground profile characteristics, as is common in urban
areas. The inversion of the ellipticity curve of a large set of shear wave velocity profiles (Vs-profiles)
was simulated numerically to characterize the uncertainty. Three normally dispersive case studies
in Lisbon County were used to evaluate the technique. RayDec was used to obtain experimental
ellipticity curves inverting the right flank and the complete curve. It is shown that the Rayleigh
wave ellipticity curve inversion can be a valuable and cost-effective preliminary site investigation
technique, adopting a constrained inversion (based on some prior knowledge), to support the
preliminary design stage of geotechnical works).
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