GROUND SHAKING ACCELERATION HISTORY ANALYSIS FOR LOESS SLOPE
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    Abstract:

    By using seismic risk analysis theory and artificial ground shaking acceleration techniques, the ground shaking acceleration history, used in Newmark method for slope stability evaluation, is created. Via a loess slope case computation, the relation between the peak acceleration in landslide and depth is deduced. In addition, a terminology, equivalent peak acceleration is put forward, and computing results by using equivalent shaking acceleration in the slope and shaking acceleration on the slope surface in Newmark method are compared.

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History
  • Received:July 30,2003
  • Revised:
  • Adopted:
  • Online: June 24,2017
  • Published: