Shear wave velocities of Mississippi embayment soils from low frequency surface wave measurements

被引:10
|
作者
Rosenblad, Brent L. [1 ]
Bailey, Jonathan [2 ]
Csontos, Ryan [3 ]
Van Arsdale, Roy [4 ]
机构
[1] Univ Missouri, Dept Civil & Environm Engn, Columbia, MO 65211 USA
[2] USA, Corps Engineers, St Louis, MO 63103 USA
[3] Univ Memphis, Ground Water Inst, Memphis, TN 38152 USA
[4] Univ Memphis, Dept Earth Sci, Memphis, TN 38152 USA
基金
美国国家科学基金会;
关键词
Surface waves; Site response; Shear wave velocity; New Madrid seismic zone; Dynamic soil properties; SASW; MEMPHIS;
D O I
10.1016/j.soildyn.2010.02.010
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Deep unconsolidated sediments in the Mississippi embayment will influence ground motions from earthquakes in the New Madrid seismic zone. Shear wave velocity profiles of these sediments are important input parameters for modeling wave propagation and site response in this region. Low-frequency, active-source surface wave velocity measurements were performed to develop small-strain shear wave velocity (V-S) profiles at eleven deep soil sites in the Mississippi embayment, from north of New Madrid, Missouri to Memphis, Tennessee. A servo-hydraulic, low-frequency source was used to excite surface wave energy to wavelengths of 600 m, resulting in V-S profiles to depths of over 200 m. The average V-S profile calculated from the eleven sites is in good agreement with common reference V-S profiles that have been used in seismic hazard studies of this region. The variability in V-S profiles is shown to be associated with changes in formation depth and thickness from site-to-site. Using lithologic information at each site, average formation velocities were developed and compared to previous studies. We found average V-S values of about 193 m/s for alluvial deposits, 400 m/s for the Upper Claiborne formations, and 685 m/s for the Memphis Sand formation. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:691 / 701
页数:11
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