Evaluating the Seismic Response of Deep Sandy Soil Deposits
Document Type
Article
Publication Date
12-2001
Publication Title
Bulletin of the Seismological Society of America
Volume
91
Issue
6
First page number:
1516
Last page number:
1525
Abstract
We investigated the influence of depth to the half-space on evaluations of seismic response of a dry sandy soil deposit with thickness exceeding 100 m. Our investigation is based on the premise that the best estimate of surface response of such deposits is obtained using a statistically derived attenuation relationship, and the best estimate of other parameters required for geotechnical earthquake-engineering evaluations is obtained by calibrating the evaluated spectral characteristics of the site response using the best-estimate surface response. Results of our site-specific evaluations indicate that the preferred depth to the half-space does not coincide with the depth to bedrock, nor is the preferred depth uniquely defined in the seismic site-response analysis. We find that for a given accelerogram, the preferred depth to the half-space corresponds closely to the depth for which the peak horizontal ground acceleration (PHGA) predicted in the site-response analysis matches the median PHGA developed from the appropriate statistical attenuation relationship. Our results further indicate that the effect of the magnitude of the shear-wave velocity assigned to the half-space is minor in comparison with depth to the half-space.
Keywords
Earthquake engineering; Geotechnical engineering; Seismology; Soils
Disciplines
Civil and Environmental Engineering | Environmental Engineering | Geotechnical Engineering
Language
English
Permissions
Use Find in Your Library, contact the author, or interlibrary loan to garner a copy of the item. Publisher policy does not allow archiving the final published version. If a post-print (author's peer-reviewed manuscript) is allowed and available, or publisher policy changes, the item will be deposited.
Repository Citation
Luke, B.,
Matasovic, N.,
Kemnitz, M.
(2001).
Evaluating the Seismic Response of Deep Sandy Soil Deposits.
Bulletin of the Seismological Society of America, 91(6),
1516-1525.
http://dx.doi.org/10.1785/0120000235