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Flow of Liquefied Sandy Soil

  • Milutin Srbulov
Chapter
Part of the Geotechnical, Geological, and Earthquake Engineering book series (GGEE, volume 20)

Abstract

Flows caused by liquefaction of sandy slopes and the effects on adjacent structures are among the most significant hazards caused by earthquakes. EN 1998-5 (2004) (and other publications world wide) specifies procedure for determination of liquefaction potential of sandy soil with horizontal or gently inclined surface using an empirical method but not for ground slopes during earthquakes.

Keywords

Slip Surface Earthquake Magnitude Horizontal Acceleration Liquefaction Potential Soil Liquefaction 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer Science+Business Media B.V. 2011

Authors and Affiliations

  1. 1.UK

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