From Non-invasive Site Characterization to Site Amplification: Recent Advances in the Use of Ambient Vibration Measurements

A series of investigations has been carried out over the last decade in Europe aimed at deriving quantitative information on site amplification from non-invasive techniques, based principally on surface wave interpretations of ambient noise measurements. The present paper focuses on their key outcomes regarding three main topics. First, methodological, hardware and software developments focusing on the acquisition and the processing of both single point and array microtremor measurements, led to an efficient tool with in situ control and processing, giving rise to robust and reproducible results. A special attention has been devoted to the derivation and use of the Rayleigh wave ellipticity. Second, the reliability of these new tools has been assessed through a thorough comparison with borehole measurements for a representative – though limited – set of sites located in Southern Europe, spanning from stiff to soft, and shallow to thick. Finally, correlations between the site parameters available from such non-invasive techniques, and the actual site amplification factors as measured with standard techniques, are derived from a comprehensive analysis of the Japanese KIKNET data. This allows to propose alternative, simple site characterization providing an improved variance reduction compared with the “classical” VS30 classification. While these results could pave the road for the next generation of building codes, they can also be used now for regulatory site classification and microzonation studies, in view of improved mapping and estimation of site amplification factors, and for the characterization of existing strong motion sites.

[1]  M. Sambridge Geophysical inversion with a neighbourhood algorithm—I. Searching a parameter space , 1999 .

[2]  Pierre-Yves Bard,et al.  Erratum to: Site effect assessment using KiK-net data: part 2—site amplification prediction equation based on f0 and Vsz , 2012, Bulletin of Earthquake Engineering.

[3]  Cécile Cornou,et al.  DERIVATION OF STRUCTURAL MODELS FROM AMBIENT VIBRATION ARRAY RECORDINGS : RESULTS FROM AN INTERNATIONAL BLIND TEST , 2007 .

[4]  Matthias OHRNBERGER,et al.  FREQUENCY WAVENUMBER AND SPATIAL AUTOCORRELATION METHODS FOR DISPERSION CURVE DETERMINATION FROM AMBIENT VIBRATION RECORDINGS , 2002 .

[5]  Robb E.S. Moss,et al.  Quantifying Measurement Uncertainty of Thirty-Meter Shear-Wave Velocity , 2008 .

[6]  Florence Renalier,et al.  Caractérisation sismique de sites hétérogènes à partir de méthodes actives et passives : variations latérales et temporelles , 2010 .

[7]  David M. Boore,et al.  A note on the use of random vibration theory to predict peak amplitudes of transient signals , 1984 .

[8]  Cécile Cornou,et al.  Assessing the reliability of the modified three-component spatial autocorrelation technique , 2007 .

[9]  Pierre-Yves Bard,et al.  Multicomponent Signal Processing for Rayleigh Wave Ellipticity Estimation: Application to Seismic Hazard Assessment , 2012, IEEE Signal Processing Magazine.

[10]  Manuel Hobiger,et al.  Joint inversion of Rayleigh wave ellipticity and spatial autocorrelation measurements , 2010 .

[11]  Matthias Ohrnberger,et al.  Surface-wave inversion using a direct search algorithm and its application to ambient vibration measurements , 2004 .

[12]  Donat Fäh,et al.  Estimating Rayleigh wave particle motion from three-component array analysis of ambient vibrations , 2010 .

[13]  Pierre Yves Bard,et al.  A new proposal for site classification based on ambient vibration measurements and the kiknet strong motion data set , 2008 .

[14]  Cécile Cornou,et al.  Single station determination of Rayleigh wave ellipticity by using the random decrement technique (RayDec) , 2009 .

[15]  N. Theodulidis,et al.  Empirical evaluation of microtremor H/V spectral ratio , 2008 .

[16]  Roger D. Borcherdt,et al.  Estimates of Site-Dependent Response Spectra for Design (Methodology and Justification) , 1994 .

[17]  Jianghai Xia,et al.  Multi-channel Analysis of Surface Waves Using Vibroseis (MASWV) , 1996 .

[18]  Matthias Ohrnberger,et al.  Array performances for ambient vibrations on a shallow structure and consequences over Vs inversion , 2008 .

[19]  J. C. Asmussen,et al.  Modal Analysis Based on the Random Decrement Technique: application to civil engineering structures , 1997 .

[20]  Cécile Cornou,et al.  Effects of Love Waves on Microtremor H/V Ratio , 2008 .

[21]  Héloïse Cadet Utilisation combinee des methodes basees sur le bruit de fond dans le cadre du microzonage sismique , 2007 .

[22]  Matthias Ohrnberger,et al.  On the repeatability and consistency of three-component ambient vibration array measurements , 2010 .

[23]  Marc Wathelet,et al.  An improved neighborhood algorithm: Parameter conditions and dynamic scaling , 2008 .

[24]  Pierre-Yves Bard,et al.  Site effect analysis around the seismically induced Ananevo, Rockslide, Kyrgyzstan , 2002 .

[25]  Cécile Cornou,et al.  Analysis of dense array noise measurements using the modified spatial auto-correlation method (SPAC): application to the Grenoble area , 2001 .

[26]  L. Depero,et al.  Derivation of structural models for two intercalated compounds of α-zirconium phosphate , 1993 .

[27]  E. Zor,et al.  Shear wave velocity structure of the Izmit Bay area (Turkey) estimated from active-passive array surface wave and single-station microtremor methods , 2010 .

[28]  Matthias Ohrnberger,et al.  Direct Inversion of Spatial Autocorrelation Curves with the Neighborhood Algorithm , 2005 .

[29]  安芸 敬一 Space and time spectra of stationary stochastic waves, with special reference to microtremors , 1959 .

[30]  H. Akaike A new look at the statistical model identification , 1974 .

[31]  P. Bard,et al.  THE SESAME PROJECT : AN OVERVIEW AND MAIN RESULTS , 2002 .

[32]  Cécile Cornou,et al.  Deriving Wavefield Characteristics and Shear-Velocity Profiles from Two- Dimensional Small-Aperture Arrays Analysis of Ambient Vibrations in a Small-Size Alluvial Basin, Colfiorito, Italy , 2006 .

[33]  Pierre-Yves Bard,et al.  Rayleigh wave ellipticity estimation from ambient seismic noise using single and multiple vector-sensor techniques , 2009, 2009 17th European Signal Processing Conference.

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

[35]  J. Capon High-resolution frequency-wavenumber spectrum analysis , 1969 .

[36]  David M. Boore,et al.  Site amplifications for generic rock sites , 1997, Bulletin of the Seismological Society of America.

[37]  Pierre-Yves Bard,et al.  Defining a Standard Rock Site: Propositions Based on the KiK-net Database , 2010 .

[38]  R. T. Lacoss,et al.  ESTIMATION OF SEISMIC NOISE STRUCTURE USING ARRAYS , 1969 .

[39]  Maria Rosaria Gallipoli,et al.  Comparison between VS30 and other estimates of site amplification in Italy , 2006 .

[40]  Donat Fäh,et al.  A theoretical investigation of average H/V ratios , 2001 .

[41]  Guillaume Pousse Analyse des données accélérométriques de K-net et Kik-net : implications pour la prédiction du mouvement sismique - accélérogrammes et spectres de réponse - et la prise en compte des effets de site non-linéaire. , 2005 .

[42]  Silvia Castellaro,et al.  Vs30: Proxy for Seismic Amplification? , 2008 .