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Site Response in Las Vegas Valley, Nevada from NTS Explosions and Earthquake Data
Authors:Arthur Rodgers  Hrvoje Tkalcic  David McCallen  Shawn Larsen  Catherine Snelson
Affiliation:(1) Atmospheric, Earth and Environmental Science Department, Energy and Environment Directorate, Lawrence Livermore National Laboratory, Livermore, CA, 94551, U.S.A;(2) Yucca Mountain and Repository Science Program, Energy and Environment Directorate, Lawrence Livermore National Laboratory, Livermore, CA, 94551, U.S.A;(3) Computing Applications and Research Department, Computation Directorate, Lawrence Livermore National Laboratory, Livermore, CA, 94551, U.S.A;(4) Department of Geoscience, University of Nevada Las Vegas, Las Vegas, NV, 89154, U.S.A
Abstract:We report site response in Las Vegas Valley (LVV) from historical recordings of Nevada Test Site (NTS) nuclear explosions and earthquake recordings from permanent and temporary seismic stations. Our data set significantly improves the spatial coverage of LVV over previous studies, especially in the northern, deeper parts of the basin. Site response at stations in LVV was measured for frequencies in the range 0.2–5.0 Hz using Standard Spectral Ratios (SSR) and Horizontal-Vertical Spectral Ratios (HVR). For the SSR measurements we used a reference site (approximately NEHRP B ``rock' classification) located on Frenchman Mountain outside the basin. Site response at sedimentary sites is variable in LVV with average amplifications approaching a factor of 10 at some frequencies. We observed peaks in the site response curves at frequencies clustered near 0.6, 1.2 and 2.0 Hz, with some sites showing additional lower amplitude peaks at higher frequencies. The spatial pattern of site response is strongly correlated with the reported depth to basement for frequencies between 0.2 and 3.0 Hz, although the frequency of peak amplification does not show a similar correlation. For a few sites where we have geotechnical shear velocities, the amplification shows a correlation with the average upper 30-meter shear velocities, V30. We performed two-dimensional finite difference simulations and reproduced the observed peak site amplifications at 0.6 and 1.2 Hz with a low velocity near-surface layer with shear velocities 600–750 m/s and a thickness of 100–200 m. These modeling results indicate that the amplitude and frequencies of site response peaks in LVV are strongly controlled by shallow velocity structure.
Keywords:Site response  strong ground motion  basin response
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