• Title of article

    Field occurrences of liquefaction-induced features: a primer for engineering geologic analysis of paleoseismic shaking

  • Author/Authors

    Obermeier، نويسنده , , Stephen F. and Olson، نويسنده , , Scott M. and Green، نويسنده , , Russell A.، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2005
  • Pages
    26
  • From page
    209
  • To page
    234
  • Abstract
    Discussed in this paper are the factors that control the typical manifestations of liquefaction that are found in continental field settings. The factors are given mainly in terms of the local geologic field situation and the geotechnical properties there. A meaningful interpretation of liquefaction-based data for quantitative analysis of paleoseismic shaking requires understanding of both geologic and geotechnical roles in the mode of ground failure at a specific site. endations are made for the size of the field area that must be searched for liquefaction effects, in order to develop adequate data for engineering geologic/geotechnical analyses of paleoseismicity. The areal extent must be based on an appreciation that the tectonic situation can cause seismically induced liquefaction effects to form in some locales, but not in others nearby, even for a strong earthquake in the region. idelines for the conduct of the field search and preliminary analysis of the data relate to three issues for which liquefaction features are especially useful in answering: Has there been strong Holocene/latest Pleistocene shaking in the region? Where was the tectonic source? And what was the strength of shaking? Understanding of the various factors that control the manifestations of liquefaction effects, which we present in this paper, is essential for developing credible answers to these questions.
  • Keywords
    Liquefaction susceptibility , earthquakes , Paleoliquefaction , Paleoseismicity , Energy center
  • Journal title
    Engineering Geology
  • Serial Year
    2005
  • Journal title
    Engineering Geology
  • Record number

    2345739