Regional seismic velocity model for the U.S. Atlantic and Gulf Coastal Plains based on measured shear wave velocity, sediment thickness, and surface geology

Author:

Gann-Phillips Cassie1,Cabas Ashly1ORCID,Ji Chunyang1ORCID,Cramer Chris2,Kaklamanos James3,Boyd Oliver4ORCID

Affiliation:

1. Department of Civil, Construction, and Environmental Engineering, North Carolina State University, Raleigh, NC, USA

2. Center for Earthquake Research and Information, The University of Memphis, Memphis, TN, USA

3. Department of Civil Engineering, Merrimack College, North Andover, MA, USA

4. U.S. Geological Survey, Geologic Hazards Science Center, Golden, CO, USA

Abstract

The Atlantic and Gulf Coastal Plains (CPs) are characterized by widespread accumulations of low-velocity sediments and sedimentary rock that overlay high-velocity bedrock. Geology and sediment thickness greatly influence seismic wave propagation, but current regional ground motion amplification and seismic hazard models include limited characterization of these site conditions. In this study, a new regional seismic velocity model for the CPs is created by integrating shear wave velocity (VS) measurements, surface geology, and a sediment thickness model recently developed for the CPs. A reference rock VS of 3000 m/s has been assumed at the bottom of the sedimentary columns, which corresponds to the base of Cretaceous and Mesozoic sediments underlying the Atlantic CP and the Gulf CP, respectively. Measured VS profiles located throughout the CPs are sorted into five geologic groups of varying age, and median VS profiles are developed for each group by combining measured VS values within layer thicknesses defined by an assumed layering ratio. Statistical analyses are also conducted to test the appropriateness of the selected groups. A power law model with geology-informed coefficients is used to extend the median velocity models beyond the depths where measured data were available. The median VS profiles provide reasonable agreement with other generic models applicable for the region, but they also incorporate new information that enables more advanced characterizations of site response at regional scales and their effective incorporation into seismic hazard models and building codes. The proposed median velocity profiles can be assigned within a grid-based model of the CPs according to the spatial distribution of geologic units at the surface.

Funder

U.S. Geological Survey

Publisher

SAGE Publications

Reference73 articles.

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2. Summary of the Abrahamson & Silva NGA Ground-Motion Relations

3. Ahdi SK (2018) An improved framework for the analysis and dissemination of seismic site characterization data at varying resolutions. PhD Thesis, University of California, Los Angeles. Available at: https://www.proquest.com/docview/2161215647/abstract/5A13D7208C74B7EPQ/1 (accessed March 9th, 2023).

4. A Methodology for the Development of 1D Reference VS Profiles Compatible with Ground-Motion Prediction Equations: Application to NGA-West2 GMPEs

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