Thunder-induced ground motions: 2. Site characterization
Thunder-induced ground motion, near-surface refraction, and Rayleigh wave dispersion measurements were used to constrain near-surface velocity structure at an unconsolidated sediment site. We employed near-surface seismic refraction measurements to first define ranges for site structure parameters. Air-coupled and hammer-generated Rayleigh wave dispersion curves were used to further constrain the site structure by a grid search technique. The acoustic-to-seismic coupling is modeled as an incident plane P wave in a fluid half-space impinging into a solid layered half-space. We found that the infrasound-induced ground motions constrained substrate velocities and the average thickness and velocities of the near-surface layer. The addition of higher-frequency near-surface Rayleigh waves produced tighter constraints on the near-surface velocities. This suggests that natural or controlled airborne pressure sources can be used to investigate the near-surface site structures for earthquake shaking hazard studies. Copyright 2009 by the American Geophysical Union.
Journal of Geophysical Research: Solid Earth
Lin, T., & Langston, C. (2009). Thunder-induced ground motions: 2. Site characterization. Journal of Geophysical Research: Solid Earth, 114 (4) https://doi.org/10.1029/2008JB005770