ArticlePDF Available

Effects of local geology on ground motion near San Francisco Bay

Authors:
  • US Geological Survey, Menlo Park, CA

Abstract and Figures

Measurements of ground motion generated by nuclear explosions in Nevada were made for 37 locations near San Francisco Bay, Calif. The results were compared with the San Francisco 1906 earthquake intensities and the strong-motion recordings of the San Francisco earthquake of Mar 22 1957. The recordings show marked amplitude variations which are related consistently to the geologic setting of the recording site. Consistent correlations of the results from the nuclear recordings with the 1906 earthquake intensities and the spectral amplification curves for the 1957 earthquake suggest that areas of high amplification determined from small ground motions may also be areas of high intensity in future earthquakes.
Content may be subject to copyright.
A preview of the PDF is not available
... En la tabla II.5.1 se concentran los métodos de análisis de microtremores, se describe el nombre por el que se le conoce al método, el número de receptores necesarios para la ejecución, la componente a utilizar en el procesamiento, el tipo de onda que se analiza y por último el resultado generado. Este método fue introducido por el investigador Borcherdt (1970) y es utilizado en el análisis de registros de microtremores y de eventos sísmicos. El método se basa en compensar los efectos de fuente y trayecto usando registros de microtremores en dos estaciones, en la que una de ellas debe cumplir con las características de una estación de referencia, por lo tanto debe ser instalada en roca y la estación de interés en suelo blando. ...
... FIGURA II.5.9 Esquema del método de cocientes espectrales (Borcherdt, 1970) ...
Thesis
Full-text available
This thesis presents a methodology to estimate the structure of the shear wave velocity of the subsoil in the urban area of Manzanillo, Salagua, Santiago and Tapeixtles. The procedure consists to seek the theoretical HVSR model that best adjusts to the HVSR observed in situ with microtremor recordings. In addition, seismic refraction recording were measured at 4 different sites in order to validate the theoretical results. These measurements provided enough information to generate maps of dominant periods and soft sediments thickness. These maps can be incorporated into local design regulations.
... The horizontal-to-vertical spectral ratio (HVSR) method (Nakamura, 1989) is widely applied to estimate the ground resonance frequency in cases of nearly flat layered structure (Parolai et al., 2002;Bonnefoy Claudet et al., 2006). A direct measurement of the ground shaking amplification is straightforward when an earthquake is recorded at the site of interest and at a nearby bedrock site by applying the Standard Spectral Ratio (SSR) method (Borcherdt, 1970). Unfortunately, such a combination of earthquake recordings and site features is very rare. ...
... Finally, we computed the spectral ratios ACIS / (mean bedrock spectrum) and LATT / (mean bedrock spectrum) for the EW, NS and vertical components, and for each earthquake. This is an application of the Standard Spectral Ratio technique (Borcherdt et al., 1970), the most effective method to estimate seismic ground amplification when sites on sediments and sites on bedrock close to each other are available. We choose regional earthquakes rather than local events because the epicentral distance is much larger than the average distance among the sites on bedrock used to compute the three reference average spectra. ...
Article
Full-text available
The Crati valley (Calabria, Italy) is a densely populated area characterized by high seismic hazard, as inferred from the strong earthquakes that occurred in the past centuries and from the tectonic structures that border the graben. The valley extends in the NS direction between Sila massif to the east and Catena Costiera to the west. In recent years the area has been characterized by low to medium magnitude earthquakes, mostly located in the upper crust. In this work we analyzed local and regional earthquakes and seismic noise to study the seismic response and the upper crust structure in the investigated area. We analyzed 12 h of seismic noise and 24 regional earthquakes to compute the horizontal-to-vertical spectral ratio (HVSR) at all seismic stations available in the area. Results show that the two sites located on the sediments within the low-velocity anomaly are characterized by a high HVSR peak of amplitude 4 at frequency of about 0.27 Hz, which likely corresponds to the seismic resonance of the sediment-filled basin. At the same two sites, the amplification factor computed with the Standard Spectral Ratio (SSR) method applied to regional earthquakes shows values up to 6 in the frequency range 0.3–1.0 Hz. We used a selection of 332 local earthquakes in the magnitude range 0.6–4.4 to compute a high-resolution P-wave 3D velocity model of the Crati valley and surrounding terranes. The tomographic analysis shows results with a good resolution down to at least 15 km depth. A strong low-velocity anomaly at shallow depths in the well resolved sector of the valley coincides with the sediment-filled graben, the most important geological feature of the area. The results of this work provide a valuable information to be considered in the estimation of local seismic hazard.
... For the present study, a temporary seismic net of 4 seismic stations composed of 3-component velocimeters (2.0 Hz eigenfrequency) by SARA Electronics Instruments was also installed in a continuous acquisition mode, distributed in peculiar places of the Nafplio town chosen based on the results derived from HVNR analysis (see section 4.2). This seismic net allowed the recording of regional and local earthquakes to be used to de ne the ampli cation functions by the spectral ratios to reference (SSR) (Borcherdt 1970) and horizontal-to-vertical earthquake spectral ratio (HVER). The stations (see Fig. 7 for location) were active in the period 17-25 September 2022 and recorded more than fty events (1 < M < 5) out of about 160 recorded by the Hellenic Seismic Network (https://bbnet.gein.noa.gr/). ...
Preprint
Full-text available
Local seismic response analysis is a crucial tool for assessing site-specific seismic hazards, particularly in urban areas of cultural and historical significance. However, these analyses often overlook the complexities of near-surface geological and topographical conditions, especially in regions with medium to high seismic activity. This study, funded by the H2020RISE-Marie Curie Action in the framework of the STABLE (STructural stABiLity risk assEssment) project, focuses on the local seismic response of the Nafplio (Greece), an urban area rich in cultural heritage. By adopting an integrated methodology, we aim to enhance the understanding of seismic risk in complex subsoil environments. The approach involves: i) constructing a 3D geological model of the area's subsoil setting, including it in an engineering geological modelling; ii) estimating the resonance frequency of the soft soils using ambient seismic noise measurements and earthquake-based geophysical techniques; iii) generating response spectra for three return periods of 50, 475, and 2000 years using both 1D and 2D numerical modelling approaches. The combined geophysical and numerical modelling results provide a more robust framework for evaluating local seismic amplification due to both stratigraphic and topographic features, offering valuable insights for disaster risk mitigation and resilience planning in seismic-prone urban areas.
... Currently, 30 is the most prevalent parameter to characterize site conditions in GMMs, which is problematic because it fails to fully capture the physics controlling site amplification (Mucciarelli and Gallipoli, 2006;Castellaro et al., 2008;Lee and Trifunac, 2010). This is because of the smoothing effect of using an average velocity (Wald and Mori, 2000); limiting the properties considered to the uppermost 30m of material (Wald and Mori, 2000;Frankel et al., 2002;Park and Hashash, 2004); the failure to account for the impedance contrast between the surface layers and bedrock layers leading to strong ground motion amplification (Borcherdt, 1970;Anderson et al., 1986;Shearer and Orcutt, 1987); and the complexities in wave propagation (Wald and Mori, 2000), including two-and three-dimensional wave propagation phenomena like scattering, interference, and diffraction that 30 does not account for (Lee and Trifunac, 2010). On top of these shortcomings associated with 30 , many sites do not even have accurate 30 measurements since shear wave velocity profiles are often not available to a depth of 30m due to techniquerelated limitations, environmental issues, exceedance of predetermined velocity thresholds, or budgetary constraints (Boore et al., 2011). ...
Conference Paper
Full-text available
Conducting nonlinear response history analyses is not feasible in regional risk assessment involving thousands of structures. This is why regional seismic risk analysis is typically conducted using response spectra as input. A simplified site response analysis (SRA) procedure is developed to improve the characterization of spectral ordinates to be used as seismic input in regional seismic risk analysis. This procedure is used in place of response spectral ordinates estimated through Ground Motion Models (GMM) because these fail to adequately capture the seismic hazard at soft soil sites as they typically use an oversimplistic characterization of soil conditions through a single parameter such as Vs30 and therefore neglect potential large amplifications at the modal frequencies of soil deposits, sometimes referred to as site resonances. In the proposed procedure, reduced-order models are used to conduct SRA to transform response spectra at rock outcrop sites obtained using a GMM or computed from physics-based ground motion simulations into response spectra at the surface of each of the thousands of sites of interest. A particular emphasis is given to soft-soil sites characterized by low shear-wave velocities overlaid on rock or firm soil where high impedance ratios give rise to large narrow-band amplifications at a few specific frequencies. A simplified non-uniform continuous shear beam model with a parabolic variation of shear modulus along the depth together with modal damping is used in combination with Random Vibration Theory to conduct this transformation. Site-specific validation of both the shear beam model and overall SRA is conducted at four soft soil sites in San Francisco. Despite its simplicity, the simplified SRA procedure is shown to capture fairly well the main characteristics of the motion such as amplitudes and spectral shapes at the ground surface of these sites. The resulting SRA procedure in conjunction with GMMs or physics-based rupture models can then be extended to simulate the hazard on a regional level for hundreds of sites.
... In the literature, a variety of methods are discussed for estimating site effects, including Reference site methods (Borcherdt 1970;Field and Jacob 1995;Field, Jacob, and Hough 1992) and Non-reference site methods (Nakamura 1989;Castro et al. 1997;Lermo and Francisco 1993). The H/V ratio method, a Non-reference site method, has recently emerged as a promising tool for site characterization. ...
... One of the most important challenges in determining the site response is to eliminate the effects of the combined source and path in the spectrum, so the use of spectral ratio methods makes this possible [5]. The most popular method is the standard spectral ratio (SSR) [6], the horizontal component to the vertical component of the earth motion record (HVSR-E), and the horizontal component to the vertical component of the microtremors (HVSR-M) [7]. In the SSR method, the spectrum obtained from the recorded motion on the ground must be divided by the spectrum of the same motion on the bedrock, as such records are not generally available, which limits this method. ...
Conference Paper
Full-text available
In this study, dynamic characteristics of the structure and site of St. Thaddeus Church were determined by using microtremor measurements. Nine points were selected for measuring microtremors in the church building, including one point in the basement of the church. Due to the poor quality of the results obtained in three points measured in the churchyard, the analyses were performed using the H/V method based on six other points. As a result, the dominant frequency of the site was obtained equals to 6.5Hz. Due to the limitation of measuring microtremors on the roof of the church, three points were chosen on the two domes of the church. Data were analyzed by using H/V method and four-spectral method. Based on the H/V method, the dominant frequency of the church structure was determined 9.43 Hz in the north-south direction, and 9.03 Hz in the east-west direction. Also, based on the four-spectrum method, the dominant frequency of the structure was 8.75 Hz in both directions. According to the results, the site soil assessed as hard alluvium.
Article
Shallow shear-wave velocities (VS) sometimes are estimated from joint inversions of horizontal-to-vertical (H/V) spectral ratios and surface-wave dispersion curves derived from ambient noise or small active sources. Here, we evaluate carrying out these inversions using Rayleigh-wave dispersion curves computed from crustal-scale P-wave seismic refraction data. We use data from the 2014–2015 Eastern North American Margin (ENAM) experiment in Virginia and North Carolina, but similar seismic refraction data sets have been acquired over sedimentary basins of interest for seismic hazard studies, including in major urban areas. The ENAM project deployed a pair of ∼215 km long, northwest–southeast linear arrays with ∼300 m receiver spacing to record 11 dynamite shots, and 80 continuously recording seismometers with 5–6 km spacing along the same arrays to record offshore airguns. The arrays crossed the onland portion of the Atlantic Coastal Plain sediments, which are a seaward-thickening wedge of Cretaceous and younger sediments deposited mostly on crystalline bedrock. We compute Rayleigh-wave dispersion curves from 3 to 9 km long portions of the receiver arrays on each side of the dynamite shots, and we compute ambient-noise H/V ratios from the continuously recording seismometers. We use a genetic inversion algorithm in which forward velocity models in each “generation” are evaluated for misfits compared to the observed data, with subsequent generations constructed from the models with the smallest misfits. Velocities to depths of 500 m are defined well, as shown by a narrow range of velocities in the best-fit models, by the consistency between multiple inversion runs at a site, and by forward modeling of site responses. The resulting velocity cross-section of the Coastal Plain strata has seaward-dipping contours in the thinner portions of the Coastal Plain but smaller dips in the deeper portions. We interpret these results as showing that velocity contours in the ACP strata are influenced by a combination of lithology and overburden pressure. Results demonstrate that existing seismic refraction data have the potential for determining detailed shallow shear-wave velocity profiles.
Chapter
The features of soil behavior in the near-fault zones of large earthquakes are discussed that should be accounted for in seismic microzonation, i.e., in evaluation of soil response in future strong earthquakes. We describe (1) the development of seismic zonation maps in Russia, USA, and Japan, (2) regional databases for ground motion estimation, (3) significant parameters of soil profiles, (4) the behavior of soils in the near-fault zones, (5) nonlinear damping mechanisms that attenuate motion at high and medium frequencies and only weakly affect low frequencies, (6) changes of elastic moduli of soft and dense soils during strong motion, (7) the influence of saturation of soils with underground water on characteristics of motion on the surface, (8) resonant and nonlinear phenomena in soil layers, (9) the influence of directivity effects in extended sources of large earthquakes on soil response and generation of high PGA in the near-fault zones. Considering these features, we conclude that seismic microzonation should be based on the calculation of acceleration time histories of future strong earthquakes, accounting for the soil response, as suggested by Aki and Irikura (1991). We should compute time series for given source-receiver pairs using existing methods and our current knowledge on the earthquake sources, propagation paths, and site conditions. Only complete data on the composition and physical parameters of soil layers, combined with adequate methods for calculation of soil response provide us with reliable estimates of the parameters of motion on the surface.
Article
Understanding offshore site amplification (AF) characteristics is crucial for marine engineering. Thus far, the spectral ratio (SR) has been widely used to analyze offshore AF characteristics, despite its reliability not yet being fully investigated. In this study, we used 826 ground-motion data recorded at 6 offshore and 19 onshore stations in the Sagami Bay region to reveal the source, path, and AF characteristics using the generalized inversion technique (GIT). The average stress drops for the shallow crustal, subduction interface, and subduction slab earthquakes were 3.55, 6.59, and 7.07 MPa, respectively. The offshore sites were categorized into flat and steep stations based on the local slope gradient (LSG), and systematic AF characteristics were observed. We found that the topography had a negligible influence on the flat free-field station KNG205. AFs obtained using the GIT and SR were analyzed and compared, revealing two main differences: (1) SR-obtained AF values were significantly larger than GIT-obtained AF values above 0.5 Hz and 5 Hz at the flat and steep sites, respectively; (2) resonant frequencies estimated using the SR drifted to lower and higher frequencies for flat and steep sites, respectively. The ineffectiveness of the SR for flat and steep stations was attributed to the effects of topography and seawater pressure on low- and high-frequency vertical ground-motions, respectively. These results suggest that the SR is only reliable for estimating AF curves at marine free-field sites and low-frequency AFs at steep sites. The LSG may play an important role in offshore ground-motion studies.
Article
The maximum accelerations recorded on 108 strong-motion records obtained in 60 earthquakes were compared with the intensity ratings assigned to the places where the records had been obtained. The results seem to show that acceleration alone cannot be used as a measure of intensity.
Article
The San Francisco earthquake of March 22, 1957, was recorded simultaneously by accelerometers at five United States Coast and Geodetic Survey stations in the San Francisco area. Response spectrum curves were computed from the acceleration-time records, and from these response spectrum curves the spectrum intensities have been determined. From these spectrum intensities certain conclusions are drawn as to: (1) the effects of local geology on the recorded ground motions; (2) the calculation of total energy released by the earthquake from strong-motion accelerometer records; (3) possible influence of structural dynamic behavior on the accelerations recorded in building basements, and the relationship between basement accelerations and ground accelerations; and (4) the applicability of a simplified type of strong-motion earthquake instrument for investigations of local distribution effects. A general comparison is made between the present earthquake and typical Pacific Coast earthquakes.
Article
This supersedes Paper 1 (Gutenberg and Richter, 1942). Additional data are presented. Revisions involving intensity and acceleration are minor. The equation log a = I/3 − 1/2 is retained. The magnitude-energy relation is revised as follows: log E = 9.4 + 2.14 M – 0.054 M^2 (20). A numerical equivalent, for M from 1 to 8.6, is log E = 9.1 + 1.75 M + log (9-m) (21). Equation (20) is based on log (A_0/T_0) = -0.76 + 0.91 M – 0.027M^2 (7) applying at an assumed point epicenter. Eq. (7) is derived empirically from readings of torsion seismometers and USCGS accelerographs. Amplitudes at the USCGS locations have been divided by an average factor of 2 1/2 to compensate for difference in ground; previously this correction was neglected, and log E was overestimated by 0.8. The terms M2 are due partly to the response of the torsion seismometers as affected by increase of ground period with M, partly to the use of surface waves to determine M. If MS results from surface waves, MB from body waves, approximately M_S – M_B = 0.4 (M_S – 7) (27). It appears that MB corresponds more closely to the magnitude scale determined for local earthquakes. A complete revision of the magnitude scale, with appropriate tables and charts, is in preparation. This will probably be based on A/T rather than amplitudes.
Article
A new seismic‐refraction system built for the U. S. Geological Survey for crustal studies has been tested in the laboratory and shown to meet strict performance specifications for broad frequency response, low noise, high gain, and high dynamic range. The inherent advantages of magnetic recording, with selective filtering on playback, were demonstrated in field tests by the recovery of weak events that otherwise would be obscured by high seismic noise.
Article
An equation has been derived for the amplitude of the free surface displacement due to plane SH waves incident at any angle at the base of a layered crust. Numerical computations have been carried through for the case of a single-layered model of the continental crust. At any given angle of incidence the surface amplitude goes through a series of minima and maxima at periods which, in the single layered case, are harmonically related. At nearly grazing angles of incidence the surface amplitude is relatively small except at periods in the neighborhood of the cutoff periods of the second- and higher-order Love-wave modes. The results throw some doubt on the ‘whispering gallery’ effect as an explanation of the mode of propagation of long-period (20 to 30 sec) S waves at Sn velocity. Applied to the case of an alluvial layer over a hard-rock basement, the theory appears to give an adequate explanation of the abnormally large amplitudes that occur on unconsolidated formations in the epicentral region of earthquakes.