• 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