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Elsevier, Soil Dynamics and Earthquake Engineering, (36), p. 38-51, 2012

DOI: 10.1016/j.soildyn.2012.01.001

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From surface wave inversion to seismic site response prediction: Beyond the 1D approach

Journal article published in 2012 by Jacopo Boaga ORCID, Stefano Renzi, Giulio Vignoli ORCID, Rita Deiana, Giorgio Cassiani
This paper is available in a repository.
This paper is available in a repository.

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Abstract

Surfacewave methods consist of the extraction and inversion of the Rayleigh wave phase-velocity dispersion curve to recover the (usually 1D) shear-wave velocity profile. In the literature, uncertainty due to data error has not received much attention, but the discussion about uncertainty due to model error is even poorer. Even with an unrealistic noise-free dataset and an exact forward model, an inappropriate parameterization can generate solutions very far from the actual soil structure. In general, the model used for the dispersion curve interpretation is 1D. Hence, when the velocity distribution is laterally heterogeneous, model errors can have significant consequences on the reliability of the resulting shear-wave velocity distribution. From a poor velocity reconstruction, an unsatisfactory, and often dangerous siteresponse analysis follows. In fact, shear wave measurements play a relevant role in seismic ground motion amplification estimation. In this paper, we discuss the possibility of processing the seismograms using a multi-offset phase analysis (MOPA), in order to derive soil elastic parameters for weak motion predictions. This technique allows the detection and location of the lateral discontinuities, and a better model parameterization. In fact, once the discontinuities are identified, we can split the profile into several, truly 1D, parts. The use of the standard 1D dispersion curve extraction and inversion for each side of the heterogeneity generates velocity profiles that we can put side by side to get correct 2D reconstructions of the shear-wave distributions. From 2D velocity reconstruction, we can calculate the siteresponse that may be significantly different from the siteresponse generated from a traditional 1D analysis of the same seismograms. In this work, we discuss the siteresponses of two synthetic examples with lateral heterogeneities. We show how misleading a 1D analysis may be if applied to a truly 2D velocity distribution, particularly in terms of siteresponse prediction.(C) 2012 Elsevier B.V. All rights reserved.