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 :
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