2011
DOI: 10.1785/0120100276
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Shear-Wave Velocity Characterization of the USGS Hawaiian Strong-Motion Network on the Island of Hawaii and Development of an NEHRP Site-Class Map

Abstract: To assess the level and nature of ground shaking in Hawaii for the purposes of earthquake hazard mitigation and seismic design, empirical groundmotion prediction models are desired. To develop such empirical relationships, knowledge of the subsurface site conditions beneath strong-motion stations is critical. Thus, as a first step to develop ground-motion prediction models for Hawaii, spectralanalysis-of-surface-waves (SASW) profiling was performed at the 22 free-field U.S. Geological Survey (USGS) strong-moti… Show more

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Cited by 23 publications
(28 citation statements)
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“…Tropical saprolites typically have low shear wave velocities (V S ) of ~300 m/s (Yaede et al, 2015), corresponding to seismic design site class D (stiff soil; NEHRP, 2003). This is important in areas where there is a seismic hazard, like the Big Island of Hawaii (USA) (e.g., Wong et al, 2011). Chemical weathering of laterite substrates is an important long-term sink for atmospheric CO 2 (e.g., Dessert et al, 2003;Navarre-Sitchler and Brantley, 2007;Beaulieu et al, 2012;Nelson et al, 2013), thereby playing an important role in regulating the climate.…”
Section: Introductionmentioning
confidence: 99%
“…Tropical saprolites typically have low shear wave velocities (V S ) of ~300 m/s (Yaede et al, 2015), corresponding to seismic design site class D (stiff soil; NEHRP, 2003). This is important in areas where there is a seismic hazard, like the Big Island of Hawaii (USA) (e.g., Wong et al, 2011). Chemical weathering of laterite substrates is an important long-term sink for atmospheric CO 2 (e.g., Dessert et al, 2003;Navarre-Sitchler and Brantley, 2007;Beaulieu et al, 2012;Nelson et al, 2013), thereby playing an important role in regulating the climate.…”
Section: Introductionmentioning
confidence: 99%
“…Three lines of evidence lead us to interpret the maximum seismic velocities in Kohala as representing chemically unaltered, but fractured or vesicular rock at depth. First, our maximum V s velocities are equivalent to previously reported ‘unweathered basalt’ S‐wave velocities for the Kohala peninsula (670 m/s, Wong et al ., ) based on a greater depth of investigation (up to 70 m depth) than presented in this study. The relative consistency of V p and V s as a function of depth for a constant V p / V s ratio, suggests that V p and V s are well correlated in this environment (Figure ) and gives us confidence in extrapolating the V s interpretation to the V p profiles.…”
Section: Seismic Characterization Of the Czmentioning
confidence: 77%
“…Dry sites (500–600 mm/yr) mean annual precipitation (MAP) show rapid increases in velocity with depth. These profiles reach unweathered basalt velocities (Wong et al ., ) at ~4–10 m depth. Sites with 1000 mm/yr MAP and greater display more gradual increase in velocity with depth and do not vary significantly with precipitation.…”
Section: Seismic Characterization Of the Czmentioning
confidence: 99%
“…1). These high accelerations may be due to impedance contrasts in the velocity profile of the surficial layers in these areas (see Table 1; Wong et al, 2011).…”
Section: The Kiholo Bay Earthquake and The Triggered Landslidesmentioning
confidence: 99%
“…The higher amplitude of the observations is attributed to lower rigidity sediments at the North Kohala Police Station that are not in our 3D velocity model. We can estimate the effect of these sediments using the shallow shear-wave velocity profile available for this location (Wong et al, 2011) and given in Table 1. Figure 8 shows the SH response for this velocity profile with a Q S of 100 for all layers.…”
Section: Ground-motion Modelmentioning
confidence: 99%