On using surface-source downhole-receiver logging to determine seismic slownesses

被引:18
作者
Boore, David M.
Thompson, Eric M.
机构
[1] US Geol Survey, Menlo Pk, CA 94025 USA
[2] Tufts Univ, Dept Civil & Environm Engn, Medford, MA 02155 USA
基金
美国国家科学基金会;
关键词
site-response; shear-wave velocity; ground motion amplification;
D O I
10.1016/j.soildyn.2007.03.005
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
We present a method to solve for slowness models from surface-source downhole-receiver seismic travel-times. The method estimates the slownesses in a single inversion of the travel-times from all receiver depths and accounts for refractions at layer boundaries. The number and location of layer interfaces in the model can be selected based on lithologic changes or linear trends in the travel-time data. The interfaces based on linear trends in the data can be picked manually or by an automated algorithm. We illustrate the method with example sites for which geologic descriptions of the subsurface materials and independent slowness measurements are available. At each site we present slowness models that result from different interpretations of the data. The examples were carefully selected to address the reliability of interface-selection and the ability of the inversion to identify thin layers, large slowness contrasts, and slowness gradients. Additionally, we compare the models in terms of ground-motion amplification. These plots illustrate the sensitivity of site amplifications to the uncertainties in the slowness model. We show that one-dimensional site amplifications are insensitive to thin layers in the slowness models; although slowness is variable over short ranges of depth, this variability has little affect on ground-motion amplification at frequencies up to 5 Hz. Published by Elsevier Ltd.
引用
收藏
页码:971 / 985
页数:15
相关论文
共 34 条
[1]   NEW LOOK AT STATISTICAL-MODEL IDENTIFICATION [J].
AKAIKE, H .
IEEE TRANSACTIONS ON AUTOMATIC CONTROL, 1974, AC19 (06) :716-723
[2]   Liquefaction resistance of soils from shear-wave velocity [J].
Andrus, RD ;
Stokoe, KH .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (11) :1015-1025
[3]  
[Anonymous], 2006, R LANG ENV STAT COMP
[4]   Estimated ground motion from the 1994 Northridge, California, earthquake at the site of the interstate 10 and La Cienega Boulevard Bridge collapse, west Los Angeles, California [J].
Boore, DM ;
Gibbs, JF ;
Joyner, WB ;
Tinsley, JC ;
Ponti, DJ .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2003, 93 (06) :2737-2751
[5]  
BOORE DM, 1998, SEISMOL RES LETT, V69, P22
[6]  
Boore DM, 2003, U.S. Geological Survey Open-File Report 03-191, P13, DOI [10.3133/ofr03191, DOI 10.3133/OFR03191]
[7]  
BOORE DM, 1998, SEISMOL RES LETT, V69, P406
[8]  
BOORE DM, 2004, J EARTHQ ENG, P81
[9]  
BOORE DM, 2005, 9680 US GEOL SURV
[10]  
BOORE DM, 2006, 3 INT S EFF SURF GEO