DocumentCode
1369420
Title
Liquefaction evaluation at a California substation site
Author
Vahdani, S. ; Mejia, L.H. ; Burley, T.G.
Author_Institution
Harding & Lawson Associates, San Francisco, CA, USA
Volume
6
Issue
3
fYear
1991
fDate
7/1/1991 12:00:00 AM
Firstpage
1045
Lastpage
1048
Abstract
A probabilistic seismic hazard analysis, in conjunction with subsurface geologic investigations, was used to evaluate the liquefaction potential of sand layers at Western Area Power Adminstration´s Tracy, California, substation site. The seismic hazard analysis evaluates the peak ground acceleration corresponding to a lower level earthquake with a 50-percent probability of occurrence in 150 years, and two upper level earthquakes with a 10-percent probability of occurrence in 50 and 100 years. Based on the results of the geologic investigations and seismologic studies, it was concluded that the potential of liquefaction at the site for the design earthquakes was low
Keywords
earthquakes; sand; seismology; substations; California; California substation site; Tracy; Western Area Power Administration; liquefaction evaluation; lower level earthquake; peak ground acceleration; probabilistic seismic hazard analysis; probability; seismologic studies; subsurface geologic investigations; upper level earthquakes; Acceleration; Boring; Decision support systems; Earthquakes; Geology; Hazards; Logic design; Poles and towers; Substations; Testing;
fLanguage
English
Journal_Title
Power Delivery, IEEE Transactions on
Publisher
ieee
ISSN
0885-8977
Type
jour
DOI
10.1109/61.85846
Filename
85846
Link To Document