Effects of Love Waves on Microtremor H/V Ratio

Abstract The horizontal-to-vertical (H/V) method has the potential to significantly contribute to site effects evaluation, in particular in urban areas. Within the European project, site effects assessment using ambient excitations (SESAME), we investigated the nature of ambient seismic noise in order to assess the reliability of this method. Through 1D seismic noise modeling, we simulated ambient noise for a set of various horizontally stratified structures by computing efficiently the displacement and stress of dynamic Green’s functions for a viscoelastic-layered half-space. We performed array analysis using the conventional semblance-based frequence-wavenumber method and the three-component modified spatial autocorrelation method on both vertical and horizontal components and estimated the contribution of different seismic waves (body/surface waves, Rayleigh/Love waves) at the H/V peak frequency. We show that the very common assumption that almost all the ambient noise energy would be carried by fundamental-mode Rayleigh waves is not justified. The relative proportion of different wave types depends on site conditions, and especially on the impedance contrast. For the 1D horizontally layered structures presented here, the H/V peak frequency always provides a good estimate of the fundamental resonance frequency whatever the H/V peak origin (Rayleigh wave ellipticity, Airy phase of Love waves, S -wave resonance). We also infer that the relative proportion of Love waves in ambient noise controls the amplitude of the H/V peak.

[1]  F. Cotton,et al.  The nature of noise wavefield and its applications for site effects studies A literature review , 2006 .

[2]  E. Haghshenas Conditions Geotechnique et Alea Sismique Local a Teheran , 2005 .

[3]  Donat Fäh,et al.  H/V ratio: a tool for site effects evaluation. Results from 1-D noise simulations , 2006 .

[4]  E. Hauksson,et al.  Results from a 1500 m deep, three-level downhole seismometer array: Site response, low Q values, and fmax , 1987 .

[5]  Y Nakamura,et al.  A METHOD FOR DYNAMIC CHARACTERISTICS ESTIMATION OF SUBSURFACE USING MICROTREMOR ON THE GROUND SURFACE , 1989 .

[6]  Roberto Basili,et al.  Long‐duration asynchronous ground motions in the Colfiorito plain, central Italy, observed on a two‐dimensional dense array , 2003 .

[7]  Francisco J. Chávez-García,et al.  Site effect evaluation using spectral ratios with only one station , 1993, Bulletin of the Seismological Society of America.

[8]  M. Asten SITE SHEAR VELOCITY PROFILE INTERPRETATION FROM MICROTREMOR ARRAY DATA BY DIRECT FITTING OF SPAC CURVES , 2006 .

[9]  Donat Fäh,et al.  Two-dimensional resonances in Alpine valleys identified from ambient vibration wavefields , 2006 .

[10]  Yefim Gitterman,et al.  Empirical site response evaluations: case studies in Israel , 1996 .

[11]  T. Ohmachi,et al.  Ground Motion Characteristics Estimated from Spectral Ratio between Horizontal and Verticcl Components of Mietremors. , 1997 .

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

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

[14]  Frank Scherbaum,et al.  Determination of shallow shear wave velocity profiles in the Cologne, Germany area using ambient vibrations , 2003 .

[15]  Hsi-Ping Liu,et al.  Site amplification at five locations in San Francisco, California: A comparison of S waves, codas, and microtremors , 1996, Bulletin of the Seismological Society of America.

[16]  Daniel E. McNamara,et al.  Ambient Noise Levels in the Continental United States , 2004 .

[17]  Donat Fäh,et al.  Microzonation of the city of Basel , 1997 .

[18]  Stratos Zacharopoulos,et al.  Guidelines for the implementation of the H/V spectral ratio technique on ambient vibrations measurements, processing and interpretation , 2004 .

[19]  Francisco J. Chávez-García,et al.  Are microtremors useful in site response evaluation , 1994 .

[20]  Kyriazis Pitilakis,et al.  EURO-SEISTEST: Determination of the geological structure of the Volvi basin and validation of the basin response , 1998, Bulletin of the Seismological Society of America.

[21]  Keiiti Aki,et al.  Space and Time Spectra of Stationary Stochastic Waves, with Special Reference to Microtremors , 1957 .

[22]  Sylvette Bonnefoy-Claudet Nature du bruit de fond sismique: implications pour les études des effets de site , 2004 .

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

[24]  Yoshiaki Hisada,et al.  An efficient method for computing Green's functions for a layered half-space with sources and receivers at close depths (part 2) , 1995, Bulletin of the Seismological Society of America.

[25]  Measurement of Q−1 for S waves in mudstone at Chikura, Japan: Comparison of incident and reflected phases in borehole seismograms , 1992, Bulletin of the Seismological Society of America.

[26]  Mitsuo Nogoshi,et al.  On the Amplitude Characteristics of Microtremor (Part 2) , 1971 .

[27]  Edward H. Field,et al.  The theoretical response of sedimentary layers to ambient seismic noise , 1993 .

[28]  Pierre-Yves Bard,et al.  Numerical and Theoretical Investigations on the Possibilities and Limitations of Nakamura's Technique , 1994 .