Abstract
Earthquake S waves can become trapped, or resonate, between the free surface and high-impedance basal layers, strongly contributing to site response at specific frequencies. Strong S-wave resonances have been observed in the central and eastern U.S., where many sites sit on unlithified sediments underlain by stiff bedrock. To evaluate S-wave resonances in this region, we calculated 1D linear site-responses at 89 seismic stations with developed S-wave velocity profiles into bedrock. We found that S-wave resonances at the fundamental and strongest (peak) modes occur across large ranges of frequencies, each spanning more than two orders of magnitude — 0.21–54.0 Hz and 0.29–71.5 Hz, respectively. Amplifications of ∼5 and ∼6 are common at the fundamental frequency and peak modes, respectively; the largest amplification calculated was 13.2. Using simple regression analyses, we evaluated the skills of six proxies derived from the S-wave velocity profiles to predict the frequencies and corresponding amplifications of the fundamental and peak modes. We found that the depths to the 1.0 km/s and 2.5 km/s horizons, consistent with other studies, and to the maximum impedance contrasts strongly correlate with the resonance frequencies and that the fundamental-mode and peak amplifications correlate with the maximum impedance ratios. Correlations improved for data subsets based on the number and magnitude of impedance ratios underlying the sites and are the strongest at sites underlain by a single impedance ratio of 3.0 or greater. Finally, we calculated the S-wave horizontal-to-vertical spectral ratios (HVSR) at each possible seismic station and found, consistent with other studies, that the first peak can be used to estimate fundamental-mode frequencies and the corresponding amplifications. Thus, S-wave HVSR, can provide useful estimates of the fundamental-mode linear site response parameters at sites lacking S-wave velocity profiles. Furthermore, S-wave HVSR curves appear to be useful to broadly categorize impedance-ratio profiles.
Original language | English |
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Article number | 1216467 |
Journal | Frontiers in Earth Science |
Volume | 11 |
DOIs | |
State | Published - 2023 |
Bibliographical note
Publisher Copyright:Copyright © 2023 Carpenter, Wang and Woolery.
Funding
The authors wish to acknowledge support for this research received from the Kentucky Geological Survey (KGS) and from the U.S. Geological Survey through award no. G20AP00018. The authors are grateful to Carlos Mendoza for sharing Vs profiles developed at several Oklahoma seismic stations. We wish to acknowledge Jonathan Schmidt at the Kentucky Geological Survey (KGS) who helped make the map. We are also grateful for the detailed and constructive reviews we received from Yudi Rosandi, Francesco Panzera, and Pengfei Wang that helped to greatly improve this manuscript. And we appreciate the editorial assistance of Rachel Noble-Varney at KGS.
Funders | Funder number |
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Kentucky Geological Survey | |
U.S. Geological Survey | G20AP00018 |
Keywords
- CEUS seismic hazard
- HVSR
- impedance contrast
- resonance
- site effect proxies
- site response
ASJC Scopus subject areas
- General Earth and Planetary Sciences