Shear-Wave Velocity Profiling of Strong Motion Sites that Recorded the 2001 Nisqually, Washington, Earthquake

Author:

Wong Ivan G.1,Stokoe Kenneth H.2,Cox Brady R.3,Lin Yin-Cheng2,Menq Farn-Yuh2

Affiliation:

1. URS Corporation, Seismic Hazards Group, 1333 Broadway, Suite 800, Oakland, CA 94612

2. University of Texas at Austin, Geotechnical Engineering Center, 1 University Station C1793, Austin, TX 78712

3. University of Arkansas, Department of Civil Engineering, 4190 Bell Engineering Center 4155A, Fayetteville, AR 72701

Abstract

The 2001 M 6.8 Nisqually, Washington, earthquake was recorded by more than 70 strong motion sites in and around the Puget Sound region. We have characterized the shear-wave velocity (VS) structure down to depths of 100 to 300 ft at the 32 permanent strong motion sites, which recorded the highest ground motions (peak horizontal ground accelerations [PGA] of 0.04 to 0.31 g), using the Spectral-Analysis-of-Surface-Waves (SASW) technique. Most of the surveyed sites are underlain by glacial till (Qvt) with the remaining sites on Holocene alluvium (Qal), glacial recessional (Qvr) and advance outwash deposits (Qva), or manmade fill/modified ground (m). VS30values for Qvt and Qvr range from 1,266 to 1,769 ft/sec and 1,139 to 1,826 ft/sec, respectively, corresponding to NEHRP site class C. In general, a pattern of higher PGAs with lower VS30was not observed suggesting that VS30cannot account for all site effects on the 2001 Nisqually ground motions.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

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