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Mitigation of Liquefaction-Induced Damage

  • Ikuo Towhata
Chapter
Part of the Springer Series in Geomechanics and Geoengineering book series (SSGG)

Abstract

The traditional aim of mitigation of liquefaction-induced damages has been to prevent the 100% development of excess pore water pressure. When the factor of safety against liquefaction (FL) in the field is less than 1.0, several types of measures have been taken.

Keywords

Colloidal Silica Unconfined Compression Strength Stone Column Ground Vibration Loose Sand 
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-Verlag Berlin Heidelberg 2008

Authors and Affiliations

  • Ikuo Towhata
    • 1
  1. 1.University of TokyoJapan

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