Mitigation of Liquefaction-Induced Damage

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


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.


Colloidal Silica Unconfined Compression Strength Stone Column Ground Vibration Loose Sand 
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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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